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Lecture notes on Civil Engineering from MIT

<h3 class="post-title entry-title" itemprop="name" style="background-color: white; color: #666666; font-family: 'Trebuchet MS', Trebuchet, Verdana, sans-serif; font-size: 22px; font-stretch: normal; font-weight: normal; margin: 0.75em 0px 0px; position: relative;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjlzf1oUDwuMonMZqwelYVgAULskXYrK_uaJcw2K0f2f7ch-JLml3okhCjkWSs-JXSucw5e0bfqPnYEq2Arm-SNn5HTYjFwaIuo4-A4SxVwCv8XV5bFbzWyxAadVoctA_4IBf04AimFHA0/s1600/Captures.PNG" imageanchor="1" style="clear: left; color: #0a12fa; float: left; margin-bottom: 1em; margin-right: 1em; text-decoration: none;"><img border="0" height="159" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjlzf1oUDwuMonMZqwelYVgAULskXYrK_uaJcw2K0f2f7ch-JLml3okhCjkWSs-JXSucw5e0bfqPnYEq2Arm-SNn5HTYjFwaIuo4-A4SxVwCv8XV5bFbzWyxAadVoctA_4IBf04AimFHA0/s1600/Captures.PNG" style="border-width: 0px;" width="200" /></a><span style="color: #222222; font-family: 'Trebuchet MS'; font-size: x-small;">We are now sharing with you some lecture notes on civil engineering from MIT, USA. Share with you friends too...  Click on "download Link" below</span></h3><div class="post-header" style="background-color: white; color: #666666; font-family: 'Trebuchet MS', Trebuchet, Verdana, sans-serif; font-size: 11px; line-height: 1.6; margin: 0px 0px 1.5em;"><div class="post-header-line-1"></div></div><div class="post-body entry-content" id="post-body-3603917736891168091" itemprop="description articleBody" style="background-color: white; color: #666666; font-family: 'Trebuchet MS', Trebuchet, Verdana, sans-serif; font-size: 13px; line-height: 1.4; position: relative; width: 546px;">Civil Engineering is a vague field that has many discipline. Civil engineering is a tough subject even for study during its four year in bachelor program. There are several universities for civil engineering study, quality of any university or collage are depends on their input on students and also the capacity of student. Even you are student with high level of intelligence though your university is not going to support you with sufficient materials then <br /><a name="more"></a>how can you become a good engineer?<br />No worry, now a days some universities with high reputation are sharing their lecture notes with all students. Here we are sharing some lecture notes from MIT a renowned University in USA.<br />Click in links provided for download lecture notes.<br /><br /><div style="font-family: Times, 'Times New Roman', serif; font-stretch: normal; margin: 0px; position: relative;"><ul><li><span style="color: #888888; line-height: 18.4799995422363px;">Lecture Notes on Engineering Mechanics I</span></li><li><span style="color: #888888; line-height: 18.4799995422363px;">Lecture notes on Civil Engineering MIT: Mechanics and Design of Concrete Structures</span></li><li><span style="color: #888888; line-height: 18.4799995422363px;">Lecture notes on CIVIL Engineering MIT: Advanced Soil Mechanics</span></li></ul></div><div style="font-family: Times, 'Times New Roman', serif; font-stretch: normal; margin: 0px; position: relative;"><h2 style="font-family: Verdana, Geneva, sans-serif; font-size: 12px; font-stretch: normal; line-height: normal; margin: 0px; padding: 0.6em 0px 0.5em; position: relative;"></h2><h2 style="font-family: Verdana, Geneva, sans-serif; font-size: 12px; font-stretch: normal; line-height: normal; margin: 0px; padding: 0.6em 0px 0.5em; position: relative;">Lecture Notes on Engineering Mechanics I</h2><div style="font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; line-height: 18.2000007629395px; padding-top: 15px;">(All these links are from <a href="http://ocw.mit.edu/" style="color: #4d469c; text-decoration: none;" target="_blank">MIT USA website</a>, We are thankful to MIT)</div><div style="font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; line-height: 18.2000007629395px;"><br /></div><table class="tablewidth75" style="border-collapse: collapse; border-spacing: 0px; border: 1px solid rgb(153, 153, 153); color: black; empty-cells: show; font-family: arial, helvetica, sans-serif; font-size: 0.92em; margin: 11px 0px 0px; padding: 0px; width: 587px;" summary="See table caption for summary."><thead style="border: 0px; margin: 0px; padding: 0px;"><tr style="border: 0px; margin: 0px; padding: 0px;"><th scope="col" style="background-color: #7f6e6a; border: 1px solid rgb(73, 66, 63); color: white; font-family: verdana, arial, helvetica, sans-serif; font-size: 1em; margin: 0px; padding: 8px; text-transform: uppercase;">SES #</th><th scope="col" style="background-color: #7f6e6a; border: 1px solid rgb(73, 66, 63); color: white; font-family: verdana, arial, helvetica, sans-serif; font-size: 1em; margin: 0px; padding: 8px; text-transform: uppercase;">TOPICS</th><th scope="col" style="background-color: #7f6e6a; border: 1px solid rgb(73, 66, 63); color: white; font-family: verdana, arial, helvetica, sans-serif; font-size: 1em; margin: 0px; padding: 8px; text-transform: uppercase;">LECTURE NOTES</th><th scope="col" style="background-color: #7f6e6a; border: 1px solid rgb(73, 66, 63); color: white; font-family: verdana, arial, helvetica, sans-serif; font-size: 1em; margin: 0px; padding: 8px; text-transform: uppercase;">SUMMARIES</th></tr></thead><tbody style="border: 0px; margin: 0px; padding: 0px;"><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">1</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Introduction and Galileo's problem</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec1.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary1.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">2</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Dimensional analysis and atomic explosion</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec2.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary2.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">3</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Dimensional analysis and application to engineering structures</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec3.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary3.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">4</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Newton's laws of motion: the fall of the World Trade Center towers</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec4.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary4.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">5</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Stress vector and stress tensor</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec5.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary5.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">6</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Continuum model: hydrostatics example</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec6.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary6.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">7</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Continuum model: geostatics example</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec7.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary7.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">8</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Beam stress model</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec8.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">9</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Beam model II and summary</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec9.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">10</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Strength models</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec10.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary10.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">11</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Mohr stress plane and strength criteria</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec11.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary10.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">12</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Soil mechanics example</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec12.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary12.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">13</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Beam section strength model (M/N interactions)</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec13.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary13.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">14</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Strength of beam structures</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec14.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary14.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">15</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Review of stresses and strength</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec15.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">16</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Deformation and strain tensor</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec16.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary16.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">17</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Strain tensor (cont.)</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec17.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary17.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">18</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Mohr circle in strain space</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary18.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">19</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Beam deformation</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec19.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/summary19.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">20</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Elasticity: energy approach</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">21</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Continuum elasticity</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">22</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Elasticity: properties</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec22.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">23</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Elasticity solving methods</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec23.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">24</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Beam elasticity I</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec24.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">25</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Beam elasticity II</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec25.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">26</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Beam elasticity III</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec26.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">27</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Energy bounds: 1D system (minimum potential energy)</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec27.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">28</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Energy bounds: 1D system (minimum complementary energy)</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec28.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">29</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">1D energy methods: examples and applications</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec29.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">30</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Generalization to 3D</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec30.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">31</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Stress method for beam structures</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec31.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">32</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Energy methods for beam structures, example</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec32.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">Clapeyron's formulas for 1D (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec32_clapeyron.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">33</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">How stuff fails: stability (Euler buckling)</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec33.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">34</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Fracture mechanics I</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec34.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; margin-bottom: 1em; margin-top: 0.5em; padding: 0px;">Demonstration of buckling (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec34_buckling.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">35</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Fracture mechanics II</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">36</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Plastic collapse</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">37</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Last lecture: review and summary</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">(<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-050-engineering-mechanics-i-fall-2007/lecture-notes/lec37_review.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr></tbody></table><br style="font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; line-height: 18.2000007629395px;" /><h2 style="font-family: Verdana, Geneva, sans-serif; font-size: 12px; font-stretch: normal; line-height: normal; margin: 0px; padding: 0.6em 0px 0.5em; position: relative;"></h2><h2 style="font-family: Verdana, Geneva, sans-serif; font-size: 12px; font-stretch: normal; line-height: normal; margin: 0px; padding: 0.6em 0px 0.5em; position: relative;"><span style="font-family: TitilliumText22LBold, Verdana;"><span style="letter-spacing: 0.5px; line-height: 31.2000007629395px;"> Lecture notes on Mechanics and Design of Concrete Structures</span></span></h2><div style="font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; line-height: 18.2000007629395px; padding-top: 15px;">(All these links are from <a href="http://ocw.mit.edu/" style="color: #4d469c; text-decoration: none;" target="_blank">MIT USA website</a>, We are thankful to MIT)<br /><div id="course_wrapper_section" style="border: 0px; float: left; font-family: arial, helvetica, sans-serif; font-size: 12px; margin: 15px 0px 0px; min-width: 955px; padding: 0px;"><div id="course_inner_section" style="border: 0px; float: left; margin: 0px; padding: 0px 0px 25px; width: 785px;"><div class="maintabletemplate" style="border: 0px; margin: 0.5em 0px 1em; padding: 0px;"><table class="tablewidth50" style="border-collapse: collapse; border-spacing: 0px; border: 1px solid rgb(153, 153, 153); empty-cells: show; font-size: 0.92em; margin: 11px 0px 0px; padding: 0px; width: 391px;" summary="Course Table Listing"><thead style="border: 0px; margin: 0px; padding: 0px;"><tr class="tableheader" style="border: 0px; margin: 0px; padding: 0px;"><th id="col1" scope="col" style="background-color: #7f6e6a; border: 1px solid rgb(73, 66, 63); color: white; font-family: verdana, arial, helvetica, sans-serif; font-size: 1em; margin: 0px; padding: 8px; text-transform: uppercase;">LEC #</th><th id="col2" scope="col" style="background-color: #7f6e6a; border: 1px solid rgb(73, 66, 63); color: white; font-family: verdana, arial, helvetica, sans-serif; font-size: 1em; margin: 0px; padding: 8px; text-transform: uppercase;">TOPICS</th><th id="col3" scope="col" style="background-color: #7f6e6a; border: 1px solid rgb(73, 66, 63); color: white; font-family: verdana, arial, helvetica, sans-serif; font-size: 1em; margin: 0px; padding: 8px; text-transform: uppercase;">DESIGN EXAMPLES</th></tr></thead><tbody style="border: 0px; margin: 0px; padding: 0px;"><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">1</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Introduction; Design Criteria for Reinforced Concrete Structures (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_01_int_dsg_crt.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">2</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Micro-cracking of Concrete; Stress-strain Behavior in Multiaxial Loading (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/Outline_02.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">3</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Failure Theories (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/Outline_03.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">4</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Concrete Plasticity (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/Outline_03.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">5</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Fracture Concepts (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_04_frctr_cncpt.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">6</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Creep and Shrinkage Deformation (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/Outline_05.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">7</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Ductility and Deflections (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_06_dcty_dflctn.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">8</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Shear Failures (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_07_shr_f_st_sd.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">9</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Shear Transfer; Shear Design (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_07_shr_f_st_sd.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Failure Investigation of a Prestressed Concrete Bridge Girder (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/DesignExample2.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">10</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Biaxial Bending (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/Outline_08.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">11</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Beam Column Joints (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_09_bm_clmn_jnt.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">12</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Quiz 1</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">13</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Torsion (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/Outline_10.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Shear and Torsion (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/DesignExample4.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">14</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Term Project Update – Progress Reports and Presentations</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">15</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Torsion, Shear, and Flexure (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/Outline_10.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Shear and Torsion (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/DesignExample4.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">16</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Yield Line Theory for Slabs (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/Outline_11.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Analysis of Rectangular Slabs Using Yield Line Theory (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/DesignExample5.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">17</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">R/C Thin Shell Structures (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_12_rc_th_sh_st.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">18</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">R/C Thin Shell and Structures (cont.) (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_12_rc_th_sh_st.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">19</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Segmental Bridges / Tall Buildings (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_15_hg_rs_cn_bl.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">20</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Term Project Update – Presentations</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">21</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Deterioration and Non-destructive Evaluation (NDE) of Concrete Structures (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_13_n_dstrc_evl.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">22</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Earthquake Resistant Design; Repair and Seismic Retrofit of Concrete Structures (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-054-mechanics-and-design-of-concrete-structures-spring-2004/lecture-notes/o_14_e_rsk_a_h_m.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">23</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Quiz 2</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">24</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Final Presentations</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">25</td><td style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Final Presentations (cont.)</td><td headers="col2" style="background-color: #e5e0db; border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr><tr class="alt-row" style="border: 0px; margin: 0px; padding: 0px;"><td headers="col1" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">26</td><td style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;">Review and Discussion</td><td headers="col2" style="border: 1px solid rgb(73, 66, 63); color: #333333; font-family: verdana, arial, helvetica, sans-serif; margin: 0px; padding: 8px;"></td></tr></tbody></table></div></div></div></div><h2 style="font-family: Verdana, Geneva, sans-serif; font-size: 12px; font-stretch: normal; line-height: normal; margin: 0px; padding: 0.6em 0px 0.5em; position: relative;">Lecture notes on Advanced Soil Mechanics</h2><div style="font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; line-height: 18.2000007629395px; padding-top: 15px;">(All these links are from <a href="http://ocw.mit.edu/" style="color: #4d469c; text-decoration: none;" target="_blank">MIT USA website</a>, We are thankful to MIT)</div><div style="font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; line-height: 18.2000007629395px;"><br /></div><div style="font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; line-height: 18.2000007629395px;"><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part II-1 Soil Composition, Index Properties and Soil Classification (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_ii_1.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF - 1.6 MB</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part II-2 Soil Structure and Environmental Effects (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_ii_2.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part III-1 Dry Soil: Stresses (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iii_1.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part III-2 Stress-Strain-Strength Properties (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iii_2.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF - 1.0 MB</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part III-3 Lateral Earth Pressures and Retaining Walls (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iii_3.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part III-4 Shallow Foundations on Sand: Bearing Capacity (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iii_4.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF - 3.0 MB</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part IV-1 Effective Stress Principle and Capillarity (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iv_1.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part IV-2 One-Dimensional Flow (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iv_2.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part IV-2A Two-Dimensional Flow (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iv_2a.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part IV-3 Coefficient of Permeability (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iv_3.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF 1 of 2</a>) (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iv_3a.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF 2 of 2 - 2.0 MB</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part IV-4 Stress-Strain-Strength Behavior of Saturated Clays (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iv_4.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF - 2.4 MB</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part IV-5 Lateral Earth Pressures (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iv_5.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part IV-6 Slope Stability (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iv_6.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part IV-7 Bearing Capacity (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_iv_7.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part V-1 Introduction, Pore Pressure Parameters and Undrained Shear (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_v_1.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part V-2 Consolidation and Secondary Compression (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_v_2.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part V-3 Stability Evaluation: Cohesive Soils (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_v_3.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part V-4 Estimation of Design <em style="border: 0px; margin: 0px; padding: 0px;">s<sub style="border: 0px; margin: 0px; padding: 0px;">u</sub></em> in Practice (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_v_4.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF - 2.0 MB</a>)</div><div style="border: 0px; color: #333333; font-family: arial, helvetica, sans-serif; font-size: 12px; margin-bottom: 10px; padding: 0px;">Part V-5 Settlement Analyses (<a href="http://ocw.mit.edu/courses/civil-and-environmental-engineering/1-361-advanced-soil-mechanics-fall-2004/lecture-notes/part_v_5.pdf" style="border: 0px; color: #b30838; margin: 0px; padding: 0px; text-decoration: none;">PDF - 3.0 MB</a>)</div></div></div></div>

Lecture notes on Civil Engineering from MIT

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Project Management for Construction

0 BOOKS, Engineer, ENGR BOOK 10:37 PM

<div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><a href="http://www.amazon.com/gp/product/0137312660?ie=UTF8&tag=ebookdire-20&link_code=as3&camp=211189&creative=373489&creativeASIN=0137312660" style="background-attachment: inherit; background-clip: inherit; background-image: inherit; background-origin: inherit; background-position: inherit; background-repeat: inherit; background-size: inherit; color: #2f637a;"><img alt="Project Management for Construction" height="200" src="http://g-ecx.images-amazon.com/images/G/01/ciu/8a/ef/63ca228348a0b3d61f990110.L.jpg" style="border: 0px;" width="146" /></a></div><div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><strong>Project Management for Construction</strong><br />by Chris Hendrickson, Tung Au</div><div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><strong>Publisher</strong>: Prentice Hall 1989<br /><strong>ISBN/ASIN</strong>: 0137312660<br /><strong>ISBN-13</strong>: 9780137312665<br /><strong>Number of pages</strong>: 496</div><div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><strong>Description</strong>:<br />This book develops a specific viewpoint in discussing the participants, the processes and the techniques of project management for construction. This viewpoint is that of owners who desire completion of projects in a timely, cost effective fashion.</div><div class="dwncontainer" style="color: #454545; float: left; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 0px; width: 739px;"><div class="lftdownload" style="float: left; width: 369.5px;"><div style="font-size: 12px; font-weight: bold; margin-bottom: 5px; text-indent: 4px;"><br /></div><div style="font-size: 12px; font-weight: bold; margin-bottom: 5px; text-indent: 4px;"></div><a href="http://tinypic.com/?ref=2po8420" target="_blank"><img alt="Image and video hosting by TinyPic" border="0" src="http://i58.tinypic.com/2po8420.gif" /></a><br /><a class="button small green rounded" href="http://books.google.com.bd/books?id=ZmQrAAAAYAAJ&pg=PP1&redir_esc=y#v=onepage&q&f=false">DOWNLOAD</a>  (online html)</div></div>

Project Management for Construction

Project Management for Construction by Chris Hendrickson, Tung Au Publisher : Prentice Hall 1989 ISBN/ASIN : 0137312660 ISBN-13 : 9780137312...

Monitoring of Internal Moisture Loads in Residential Buildings by Lois Arena, Pallavi Mantha

0 BOOKS, Engineer, ENGR BOOK 10:49 PM

<div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><img alt="Monitoring of Internal Moisture Loads in Residential Buildings" src="http://www.e-booksdirectory.com/images/5396.jpg" style="border: 0px;" /><strong style="line-height: 19.0399990081787px;">Monitoring of Internal Moisture Loads in Residential Buildings</strong></div><div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;">by Lois Arena, Pallavi Mantha</div><div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><strong>Publisher</strong>: PD&R 2010<br /><strong>Number of pages</strong>: 56<br /><a name="more"></a></div><div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><strong>Description</strong>:<br />An insufficient amount of measured data is available on actual indoor humidity levels in U.S. households, making it difficult to design durable homes. This research project has collected 1 full year of indoor temperature and humidity data for a sample of 60 homes across three different climate regions—the hot and humid Southeast (Zone 2), the cold Northeast (Zone 5), and the marine Northwest (Zone 4).</div><div class="dwncontainer" style="color: #454545; float: left; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 0px; width: 739px;"><div class="lftdownload" style="float: left; width: 369.5px;"> Download or read it online here:<br /><div style="font-size: 12px; font-weight: bold; margin-bottom: 5px; text-indent: 4px;"><a href="http://www.huduser.org/Publications/pdf/InternalMoistureLoad.pdf" style="background-attachment: inherit; background-clip: inherit; background-image: inherit; background-origin: inherit; background-position: inherit; background-repeat: inherit; background-size: inherit; color: #2f637a;" target="_blank">Download link</a></div> (3.9MB, PDF)</div></div>

Monitoring of Internal Moisture Loads in Residential Buildings by Lois Arena, Pallavi Mantha

Monitoring of Internal Moisture Loads in Residential Buildings by Lois Arena, Pallavi Mantha Publisher : PD&R 2010 Number of pages : 56 ...

Reinforced Concrete: Theory and Practice by Frederick Rings

0 BOOKS, Engineer, ENGR BOOK 11:02 PM

<div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><a href="http://www.amazon.com/gp/product/B003YRIXLY?ie=UTF8&tag=ebookdire-20&link_code=as3&camp=211189&creative=373489&creativeASIN=B003YRIXLY" style="background-attachment: inherit; background-clip: inherit; background-image: inherit; background-origin: inherit; background-position: inherit; background-repeat: inherit; background-size: inherit; color: #2f637a;"><img alt="Reinforced Concrete: Theory and Practice" height="200" src="http://ecx.images-amazon.com/images/I/41Hs7pRnZPL.jpg" style="border: 0px;" width="124" /></a><strong style="line-height: 19.0399990081787px;">Reinforced Concrete: Theory and Practice</strong></div><div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;">by Frederick Rings</div><div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><strong>Publisher</strong>: Batsford 1910<br /><strong>ISBN/ASIN</strong>: B003YRIXLY<br /><strong>Number of pages</strong>: 252<br /><a name="more"></a></div><div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"><strong>Description</strong>:<br />The author's principal object in writing this book was not to put forward any particular method of construction, but to collect in a concise form what seemed to him best of the many formulae and systems used in various countries, and to deal with the subject in such a manner as to be intelligible to average students of architecture who have not been required to devote that amount of study to the theory of construction which is demanded of the young engineer.</div><div class="dwncontainer" style="color: #454545; float: left; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 0px; width: 739px;"><div class="lftdownload" style="float: left; width: 369.5px;"><div style="font-size: 12px; font-weight: bold; margin-bottom: 5px; text-indent: 4px;"><a href="https://archive.org/stream/reinforcedconcre00ringrich">Read Online</a></div> Download or read it online here:<br /><div style="font-size: 12px; font-weight: bold; margin-bottom: 5px; text-indent: 4px;"><a href="https://archive.org/download/reinforcedconcre00ringrich/reinforcedconcre00ringrich.pdf">Download link</a></div> (multiple formats)</div></div>

Reinforced Concrete: Theory and Practice by Frederick Rings

Reinforced Concrete: Theory and Practice by Frederick Rings Publisher : Batsford 1910 ISBN/ASIN : B003YRIXLY Number of pages : 252 Descripti...

Seismic Design of Reinforced Concrete and Masonry Buildings, Thomas Paulay & M. J. N. Priestley, (1992)

0 BOOKS, Engineer, ENGR BOOK 11:19 PM

<br /><div style="color: #444444; font-family: 'Open Sans', sans-serif; font-size: 14px; line-height: 22px;"><br /></div><div dir="rtl" style="color: #444444; font-family: 'Open Sans', sans-serif; font-size: 14px; line-height: 22px; text-align: right;" trbidi="on"><div class="separator" style="clear: both; direction: ltr; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiX-WMqtoIA81Z2VxupFPwS3u6GxMngU5ej7z7Y5SaBbbEmAikIogZRK0R7_8J_rjIv_y0TC3vLlQ1Zj9cNBCjvx2fzV4tOVof5Ew9ykz8JSubzXHe1QupdcberlnDc-dZ_8s_qjERTthNJ/s1600/images.jpg" imageanchor="1" style="-webkit-transition: all 0.2s ease 0s; color: #3a3a3a; margin-left: 1em; margin-right: 1em; outline: 0px; transition: all 0.2s ease 0s;"><img border="0" height="200" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiX-WMqtoIA81Z2VxupFPwS3u6GxMngU5ej7z7Y5SaBbbEmAikIogZRK0R7_8J_rjIv_y0TC3vLlQ1Zj9cNBCjvx2fzV4tOVof5Ew9ykz8JSubzXHe1QupdcberlnDc-dZ_8s_qjERTthNJ/s1600/images.jpg" style="height: auto; max-width: 600px;" width="129" /></a><span id="7087600524321869788"></span></div><div style="direction: ltr; text-align: center;"><span id="7087600524321869788"><br /></span></div><div class="buying" style="direction: ltr; font-family: verdana, arial, helvetica, sans-serif; font-size: 0.86em; padding: 0.25em 0em; text-align: center;"><span id="7087600524321869788"><span class="byLinePipe" style="color: #666666;">Publication Date: </span><span style="font-weight: bold;">24 Nov 1992</span></span></div><div class="content" style="margin: 0.5em 0px 0em 25px; text-align: start;"><div id="outer_postBodyPS" style="height: auto; overflow: hidden; z-index: 1;"><div id="postBodyPS" style="direction: ltr; font-family: verdana, arial, helvetica, sans-serif; font-size: small; overflow: hidden; text-align: center;"><span id="7087600524321869788">Emphasizes actual structural design, not analysis, of multistory buildings for seismic resistance. Strong emphasis is placed on specific detailing requirements for construction. Fundamental design principles are presented to create buildings that respond to a wide range of potential seismic forces, which are illustrated by numerous detailed examples. The discussion</span><br /><a name="more"></a><span id="7087600524321869788"> includes the design of reinforced concrete ductile frames, structural walls, dual systems, reinforced masonry structures, buildings with restricted ductility and foundation walls. In addition to the examples, full design calculations are given for three prototype structures.</span></div><div id="postBodyPS" style="direction: ltr; font-family: verdana, arial, helvetica, sans-serif; font-size: small; overflow: hidden; text-align: center;"><span id="7087600524321869788"><br /></span></div><div id="postBodyPS" style="direction: ltr; overflow: hidden; text-align: center;"><span id="7087600524321869788"><span style="font-family: verdana, arial, helvetica, sans-serif; font-size: medium;">Seismic Design of Reinforced Concrete and Masonry Buildings, Thomas Paulay & M. J. N. Priestley, (1992)</span></span></div><div id="postBodyPS" style="direction: ltr; font-family: verdana, arial, helvetica, sans-serif; overflow: hidden; text-align: center;"><span id="7087600524321869788"><br /></span></div><div><div style="text-align: center;"><span id="7087600524321869788"><span style="font-size: medium;"><br /></span></span></div></div></div><div dir="ltr" style="text-align: center;"><br /></div><div style="text-align: center;"><span id="7087600524321869788"><span style="font-size: medium;"><a href="https://www.mediafire.com/view/lhp1835wcadiotx/Seismic_Design_Of_Reinforced_Concrete_And_Masonry_Buildings_-_T.Paulay%2CM.Priestley_(1992).pdf" style="-webkit-transition: all 0.2s ease 0s; color: #3a3a3a; outline: 0px; transition: all 0.2s ease 0s;" target="_blank">Download</a></span></span></div></div></div>

Seismic Design of Reinforced Concrete and Masonry Buildings, Thomas Paulay & M. J. N. Priestley, (1992)

Publication Date: 24 Nov 1992 Emphasizes actual structural design, not analysis, of multistory buildings for seismic resistance. Strong emp...

Foundation Design excel sheets

1 Engineer, ESTIMATE 11:35 PM

<div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiuqaPxAQk0cGg44ruDX5lsQ17ZUbBiWWwFdaJfYZHU04VDenz_0dG_y6Hyov-0FgpPHZe6wV3d1nhBbRIKpa6xVUl8oqC_qpvKpmmEZha52iIYwCKazL4jKUgFHxLkDb9o9GO93FbiHoA/s1600/Foundation.png" imageanchor="1" style="clear: left; color: #0a12fa; float: left; margin-bottom: 1em; margin-right: 1em; text-decoration: none;"><img border="0" height="170" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiuqaPxAQk0cGg44ruDX5lsQ17ZUbBiWWwFdaJfYZHU04VDenz_0dG_y6Hyov-0FgpPHZe6wV3d1nhBbRIKpa6xVUl8oqC_qpvKpmmEZha52iIYwCKazL4jKUgFHxLkDb9o9GO93FbiHoA/s1600/Foundation.png" style="border-width: 0px;" width="200" /></a></div><div class="separator" style="clear: both; text-align: center;"><br /></div><div class="separator" style="clear: both; text-align: center;"></div><table border="0" cellpadding="0" cellspacing="0" class="MsoNormalTable" style="background-color: white; color: #666666; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 13px; line-height: 18.2000007629395px;"><tbody><tr><td style="padding: 0in; width: 188.25pt;" valign="top" width="251"><div class="MsoNormal"><b><span style="font-family: 'Times New Roman', serif; font-size: 13.5pt;">Download as you need Foundation Design Group<o:p></o:p></span></b></div></td><td style="padding: 0in; width: 457.5pt;" width="610"></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">1<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/FreeStandingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Free Standing Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Free Standing Masonry & Conctere Wall Design Based on TMS 402-11 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">2<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/EccentricFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Eccentric Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Eccentric Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">3<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/Flagpole.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Flagpole</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Flagpole Footing Design Based on 2012 IBC Chapter 18<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">4<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/MasonryRetainingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Masonry Retaining Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Masonry Retaining / Fence Wall Design Based on TMS 402-11 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">5<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/ConcreteRetainingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Concrete Retaining Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Concrete Retaining Wall Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">6<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/Masonry-Concrete-RetainingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Masonry-Concrete Retaining Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Retaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-11 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">7<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/ConcretePier.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Concrete Pier</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Concrete Pier (Isolated Deep Foundation) Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">8<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/ConcretePile.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Concrete Pile</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Drilled Cast-in-place Pile Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">9<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PileCaps.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Pile Caps</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Pile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">10<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PileCapBalancedLoads.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Pile Cap Balanced Loads</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Determination of Pile Cap Balanced Loads and Reactions<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">11<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/ConventionalSlabOnGrade.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Conventional Slab on Grade</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Design of Conventional Slabs on Expansive & Compressible Soil Grade Based on ACI 360<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">12<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PT-SlabOnGround.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">PT-Slab on Ground</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Design of PT Slabs on Expansive & Compressible Soil Based on PTI 3rd Edition<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">13<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BasementConcreteWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Basement Concrete Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Basement Concrete Wall Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">14<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BasementMasonryWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Basement Masonry Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Basement Masonry Wall Design Based on TMS 402-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">15<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BasementColumn.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Basement Column</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Basement Column Supporting Lateral Resisting Frame Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">16<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/MRF-GradeBeam.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">MRF-Grade Beam</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Grade Beam Design for Moment Resisting Frame Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">17<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BraceGradeBeam.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Brace Grade Beam</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Grade Beam Design for Brace Frame Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">18<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/GradeBeam.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Grade Beam</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Two Pads with Grade Beam Design Based on ACI 318-11 & AISC 360-10<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">19<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/CircularFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Circular Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Circular Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">20<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/CombinedFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Combined Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Combined Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">21<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BoundarySpringGenerator.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Boundary Spring Generator</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Mat Boundary Spring Generator<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">22<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/DeepFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Deep Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Deep Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">23<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/FootingAtPiping.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Footing at Piping</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Design of Footing at Piping Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">24<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/IrregularFootingSoilPressure.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Irregular Footing Soil Pressure</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Soil Pressure Determination for Irregular Footing<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">25<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PAD.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">PAD Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Pad Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">26<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PlainConcreteFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Plain Concrete Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Plain Concrete Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">27<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/RestrainedRetainingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Restrained Retaining Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Restrained Retaining Masonry & Concrete Wall Design Based on TMS 402 & ACI 318<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">28<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/RetainingWall-DSA-OSHPD.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Retaining Wall for DSA /OSHPD</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Retaining Wall Design Based on 2013 CBC Chapter A<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">29<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/TankFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Tank Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Tank Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">30<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/TemporaryFootingforRectangularTank.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Temporary Footing for Rectangular Tank</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Temporary Tank Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">31<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/UnderGroundWell.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Under Ground Well</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Under Ground Well Design Based on ACI 350-06 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">32<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/StudBearingWallFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Stud Bearing Wall Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Footing Design for Stud Bearing Wall Based on 2012 IBC / ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">33<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/WallFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Wall Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Footing Design of Shear Wall Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">34<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/FixedMomentCondition.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Fixed Moment Condition</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Fixed Moment Condition Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">35<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/FloodWay.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Flood Way</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Concrete Floodway Design Based on ACI 350-06 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">36<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/LateralEarthPressure.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Lateral Earth Pressure</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Lateral Earth Pressure of Rigid Wall Based on AASHTO 17th & 2012 IBC<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">37<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/Shoring.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Shoring</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Sheet Pile Wall Design Based on 2012 IBC / 2013 CBC / ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">38<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/CompositeElementDurability.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Composite Element Durability</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Composite Element Design Based on AISC 360-10 & ACI 318-11</span></div></td></tr></tbody></table>

Foundation Design excel sheets

Download as you need Foundation Design Group 1 Free Standing Wall Free Standing Masonry & Conctere Wall Design Based on TMS 402-11 &...

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