tag:blogger.com,1999:blog-19793750355322183352024-03-05T01:08:23.316-08:00All About Building Technology and StructuresThis blog is dedicated to spread the technology updates in the field of structural engineering.Unknownnoreply@blogger.comBlogger6125tag:blogger.com,1999:blog-1979375035532218335.post-15697130526296099892015-04-01T23:19:00.000-07:002015-04-01T23:19:03.340-07:00Exploring Bentley STAAD.Pro V8i<div dir="ltr" style="text-align: left;" trbidi="on">
<div class="MsoNormal" style="margin-bottom: 0.0001pt;">
<b>Exploring Bentley STAAD.Pro V8i</b> textbook introduces the users to
powerful structural analysis and design solution, STAAD.Pro V8i. STAAD.Pro V8i
helps to model and visualize a structure experiencing various structural loads.
This structural model can then be used to analyze and design an optimized
structure. This textbook has been written considering the needs of the
professionals such as civil engineers, structural engineers, and structural analysts
intending to learn and explore the usage and abilities of STAAD.Pro V8i in
their respective domains. This textbook provides comprehensive text and
graphical representation to explain various concepts and procedures required
for analyzing and designing a structure. For better comprehension of the processes
involved in STAAD.Pro V8i, examples, which relate to real world structures, are
provided. This textbook consists of 7 chapters covering basic as well as
advanced concepts of STAAD.Pro V8i such as creating 2D and 3D models, assigning
different materials and cross-sections, assigning different loads, running
analysis, viewing results, and creating reports using real-world examples. The
text is supported by tables, images, and screen captures to make the concepts
easily understandable.</div>
<div class="MsoNoSpacing">
_________________________________________________________________________________</div>
<div class="MsoNoSpacing">
<b><span style="color: red;">Salient Features:<o:p></o:p></span></b></div>
<div class="MsoListParagraphCxSpFirst" style="margin-bottom: 0.0001pt; text-indent: -0.25in;">
<!--[if !supportLists]--><span style="font-family: Symbol; mso-bidi-font-family: Symbol; mso-fareast-font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt; font-stretch: normal;">
</span></span><!--[endif]-->Consists of 7 chapters arranged in pedagogical
sequence and covering the scope of the software.</div>
<div class="MsoListParagraphCxSpMiddle" style="margin-bottom: 0.0001pt; text-indent: -0.25in;">
<!--[if !supportLists]--><span style="font-family: Symbol; mso-bidi-font-family: Symbol; mso-fareast-font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt; font-stretch: normal;">
</span></span><!--[endif]-->Consists of 240 pages, more than 30 examples,
and a comprehensive coverage of concepts and tools.</div>
<div class="MsoListParagraphCxSpMiddle" style="margin-bottom: 0.0001pt; text-indent: -0.25in;">
<!--[if !supportLists]--><span style="font-family: Symbol; mso-bidi-font-family: Symbol; mso-fareast-font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt; font-stretch: normal;">
</span></span><!--[endif]-->Step-by-step examples to guide the users through
the learning process</div>
<div class="MsoListParagraphCxSpMiddle" style="margin-bottom: 0.0001pt; text-indent: -0.25in;">
<!--[if !supportLists]--><span style="font-family: Symbol; mso-bidi-font-family: Symbol; mso-fareast-font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt; font-stretch: normal;">
</span></span><!--[endif]-->Additional information provided throughout in
the form of tips and notes.</div>
<div class="MsoListParagraphCxSpMiddle" style="margin-bottom: 0.0001pt; text-indent: -0.25in;">
<!--[if !supportLists]--><span style="font-family: Symbol; mso-bidi-font-family: Symbol; mso-fareast-font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt; font-stretch: normal;">
</span></span><!--[endif]-->Self-Evaluation Test and Review Questions are
given at the end of the chapters to enable the users assess their knowledge.</div>
<div class="MsoListParagraphCxSpLast" style="mso-list: l0 level1 lfo1; text-indent: -.25in;">
<!--[if !supportLists]--><span style="font-family: Symbol; mso-bidi-font-family: Symbol; mso-fareast-font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt; font-stretch: normal;">
</span></span><!--[endif]-->Technical support available on contacting
techsupport@cadcim.com.</div>
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____________________________________________________________________________________________________</div>
<div class="MsoNoSpacing">
<b><span style="color: red;">Table of Contents:<o:p></o:p></span></b></div>
<div class="MsoNormal" style="margin-bottom: 0.0001pt;">
Chapter 1: Introduction
to STAAD.Pro V8i</div>
<div class="MsoNormal" style="margin-bottom: 0.0001pt;">
Chapter 2: Structural
Modeling in STAAD.Pro</div>
<div class="MsoNormal" style="margin-bottom: 0.0001pt;">
Chapter 3: Structural
Modeling Using Tools</div>
<div class="MsoNormal" style="margin-bottom: 0.0001pt;">
Chapter 4: Defining
Material Constants and Section Properties</div>
<div class="MsoNormal" style="margin-bottom: 0.0001pt;">
Chapter 5:
Specifications and Supports</div>
<div class="MsoNormal" style="margin-bottom: 0.0001pt;">
Chapter 6: Loads</div>
<div class="MsoNormal" style="margin-bottom: 0.0001pt;">
Chapter 7: Performing
Analysis, Viewing Results, and Preparing Report</div>
<div class="MsoNormal" style="margin-bottom: 0.0001pt;">
Index</div>
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<br /></div>
<div class="MsoNoSpacing">
<br /></div>
<div class="MsoNoSpacing">
This book is uploaded at the CADCIM Website. You can buy this book from http://www.cadcim.com/ProductDetails.aspx?ISBN=978-1-936646-94-4 </div>
</div>
Unknownnoreply@blogger.com1tag:blogger.com,1999:blog-1979375035532218335.post-53460451856940606872015-04-01T02:40:00.001-07:002015-04-01T02:40:39.096-07:00Tutorial- Analysis of an over head water tank<div dir="ltr" style="text-align: left;" trbidi="on">
<div class="Pa3">
<span style="font-family: "Times New Roman","serif";">In this
tutorial, we will analyze an over head water tank using STAAD.Pro V8i. The
detailed procedure is given below.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<br /></div>
<div class="Pa3">
<span style="font-family: "Times New Roman","serif";">1. Open STAAD.Pro
V8i and create a new <b>Space</b> structure
with <b>Meter</b> and <b>KiloNewton</b> as <b>Length</b> <b>Units</b> and <b>Force</b> <b>Units</b>.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">2. Select the
<b>Beam</b> page under <b>Geometry</b> tab; the <b>Snap</b> <b>Node/Beam</b> window is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">3. Close the <b>Snap</b> <b>Node/Beam</b> window.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<br />
<div class="Default">
<span style="font-family: "Times New Roman","serif";">In the <b>Nodes</b> window, create the nodes with the
data given below. Figure-1 shows the nodes created.<o:p></o:p></span></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"><br /></span></div>
<div align="center">
<div align="center">
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<b>Node<o:p></o:p></b></div>
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m<o:p></o:p></b></div>
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<b>Y<br />
m<o:p></o:p></b></div>
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<b>Z<br />
m<o:p></o:p></b></div>
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1<o:p></o:p></div>
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0<o:p></o:p></div>
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20<o:p></o:p></div>
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0<o:p></o:p></div>
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2<o:p></o:p></div>
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1<o:p></o:p></div>
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20<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 35.0pt;" valign="bottom" width="47"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
0<o:p></o:p></div>
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3<o:p></o:p></div>
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1<o:p></o:p></div>
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23<o:p></o:p></div>
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0<o:p></o:p></div>
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4<o:p></o:p></div>
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4<o:p></o:p></div>
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<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 38.0pt;" valign="bottom" width="51"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
25<o:p></o:p></div>
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0<o:p></o:p></div>
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5<o:p></o:p></div>
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2<o:p></o:p></div>
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17<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 35.0pt;" valign="bottom" width="47"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
0<o:p></o:p></div>
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6<o:p></o:p></div>
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<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 38.0pt;" valign="bottom" width="51"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
4<o:p></o:p></div>
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<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 38.0pt;" valign="bottom" width="51"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
18<o:p></o:p></div>
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0<o:p></o:p></div>
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</tr>
</tbody></table>
</div>
<br /></div>
<div class="separator" style="clear: both; text-align: center;">
<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjacnuk9H7XYIY4aNL0rDlE84mX3zM4ktJaCK3nNrnilBwQjQvWlHtPiggCAnFa1l9EZWxKwcdJldSGG9GcE8-1e5bs0hxIcZ6WWHxkOmJ4lS5_wzt2ZpYkl9bKx9MmAjQ50BSivP1Rkiuv/s1600/c01.jpg" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjacnuk9H7XYIY4aNL0rDlE84mX3zM4ktJaCK3nNrnilBwQjQvWlHtPiggCAnFa1l9EZWxKwcdJldSGG9GcE8-1e5bs0hxIcZ6WWHxkOmJ4lS5_wzt2ZpYkl9bKx9MmAjQ50BSivP1Rkiuv/s1600/c01.jpg" height="320" width="228" /></a></div>
<div align="center" class="Default" style="text-align: center;">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-1</span></i></b><i><span style="font-family: "Times New Roman","serif";">
The <b>Nodes</b> created<o:p></o:p></span></i></div>
<div align="center" class="Default" style="text-align: center;">
<i><span style="font-family: "Times New Roman","serif";"><br /></span></i></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Now, we
will create the members in the upward direction so that the plates could be
created with the same orientation. If the plates are created in different
orientation, you cannot assign a single load case to plates with different
orientations.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">4. Create the
members with the data given below. Figure-2 shows the members created.<o:p></o:p></span></div>
<div class="Default">
<br />
<div align="center">
<table border="0" cellpadding="0" cellspacing="0" class="MsoNormalTable" style="border-collapse: collapse; margin-left: 4.55pt; mso-padding-alt: 0in 5.4pt 0in 5.4pt; mso-yfti-tbllook: 1184; width: 192px;">
<tbody>
<tr style="height: 30.0pt; mso-yfti-firstrow: yes; mso-yfti-irow: 0;">
<td style="border: solid windowtext 1.0pt; height: 30.0pt; mso-border-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="center" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: center;">
<b>Beam<o:p></o:p></b></div>
</td>
<td style="border-left: none; border: solid windowtext 1.0pt; height: 30.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; mso-border-top-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="center" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: center;">
<b>Node
A<o:p></o:p></b></div>
</td>
<td style="border-left: none; border: solid windowtext 1.0pt; height: 30.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; mso-border-top-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="center" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: center;">
<b>Node
B<o:p></o:p></b></div>
</td>
</tr>
<tr style="height: 15.0pt; mso-yfti-irow: 1;">
<td nowrap="" style="border-top: none; border: solid windowtext 1.0pt; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-left-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
1<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
5<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
2<o:p></o:p></div>
</td>
</tr>
<tr style="height: 15.0pt; mso-yfti-irow: 2;">
<td nowrap="" style="border-top: none; border: solid windowtext 1.0pt; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-left-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
2<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
2<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
1<o:p></o:p></div>
</td>
</tr>
<tr style="height: 15.0pt; mso-yfti-irow: 3;">
<td nowrap="" style="border-top: none; border: solid windowtext 1.0pt; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-left-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
3<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
2<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
3<o:p></o:p></div>
</td>
</tr>
<tr style="height: 15.0pt; mso-yfti-irow: 4;">
<td nowrap="" style="border-top: none; border: solid windowtext 1.0pt; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-left-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
4<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
3<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
4<o:p></o:p></div>
</td>
</tr>
<tr style="height: 15.0pt; mso-yfti-irow: 5; mso-yfti-lastrow: yes;">
<td nowrap="" style="border-top: none; border: solid windowtext 1.0pt; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-left-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
5<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
5<o:p></o:p></div>
</td>
<td nowrap="" style="border-bottom: solid windowtext 1.0pt; border-left: none; border-right: solid windowtext 1.0pt; border-top: none; height: 15.0pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-right-alt: solid windowtext .5pt; padding: 0in 5.4pt 0in 5.4pt; width: 48.0pt;" valign="bottom" width="64"><div align="right" class="MsoNormal" style="margin-bottom: 0.0001pt; text-align: right;">
6<o:p></o:p></div>
</td>
</tr>
</tbody></table>
</div>
</div>
<div align="center">
<br /></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiRDj_dmN4AS_iwRHoI7WxIgpD_XbsAHbp1lhlAC6LIxmrAmvUMFuSZO8DxS_qZXyCzo5FZpubJ3ZbuB8Ujlk9gJOwZww3myzJCe5D1BBnyo21xLzb6JS1277hm-njJBcvcyXqHOcc0Aqu7/s1600/c02.jpg" height="320" style="margin-left: auto; margin-right: auto;" width="164" /></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><b><i><span style="font-family: "Times New Roman","serif"; font-size: 11.0pt; line-height: 107%; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: Calibri; mso-fareast-language: EN-US; mso-fareast-theme-font: minor-latin;">Figure-2</span></i></b><i><span style="font-family: "Times New Roman","serif"; font-size: 11.0pt; line-height: 107%; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: Calibri; mso-fareast-language: EN-US; mso-fareast-theme-font: minor-latin;"> The <b>Members</b> created</span></i></td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Now, we will
create a segment of the tank using the <b>Circular</b>
<b>Repeat</b> tool.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">5. Select all
the members and then choose the <b>Circular</b>
<b>Repeat</b> tool from the <b>Geometry</b> menu; the <b>3D Circular</b> dialog box is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Enter the
values as shown in Figure-3.<o:p></o:p></span></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"><br /></span></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjzuVk57E-FKs94ZYio4aOoqduJu26PCp7bVK_sy3k74gLF5VqlYYrOYuUxWLLLl_RphQ0mO2XlbGX4WXLVvo6I5MIVWgfw2nM1ZF4am3po0t_XpKyiJxpqB5vzGBDd097oGbOF861kg4Zg/s1600/c03.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjzuVk57E-FKs94ZYio4aOoqduJu26PCp7bVK_sy3k74gLF5VqlYYrOYuUxWLLLl_RphQ0mO2XlbGX4WXLVvo6I5MIVWgfw2nM1ZF4am3po0t_XpKyiJxpqB5vzGBDd097oGbOF861kg4Zg/s1600/c03.jpg" height="183" width="320" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><div align="center" class="Default">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-3</span></i></b><i><span style="font-family: "Times New Roman","serif";">
The <b>3D Circular</b> dialog box<o:p></o:p></span></i></div>
<div align="center" class="Default">
<i><span style="font-family: "Times New Roman","serif";"><br /></span></i></div>
<div class="Default">
<br /></div>
</td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">6. Choose the
<b>OK</b> button; the model will be
repeated at 20 degrees with rotational axis as Y-axis.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">7. Select all
the members and then select the Create Infill Plates option from the Geometry
menu; the plates will be automatically created in the areas enclosed by the
members.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">8. Select the
outer periphery beams as shown in Figure-4 and delete them.<o:p></o:p></span></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"><br /></span></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhariLcyVCLKsfq-QKunv0mD5Cka7w5Yl4zOiZfBAuaW17JCRT0hceecQerbvYV7tyVrXZFq8CvxkM3APjV1Ypmmjjwv2vGydST1bdBDDRCd5t5htFlnChFUNsf2ZTSeGko7-YA71a6Nepk/s1600/c04.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhariLcyVCLKsfq-QKunv0mD5Cka7w5Yl4zOiZfBAuaW17JCRT0hceecQerbvYV7tyVrXZFq8CvxkM3APjV1Ypmmjjwv2vGydST1bdBDDRCd5t5htFlnChFUNsf2ZTSeGko7-YA71a6Nepk/s1600/c04.jpg" height="320" width="156" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><div align="center" class="Default">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-4</span></i></b><i><span style="font-family: "Times New Roman","serif";">
Periphery beams to be deleted</span></i><span style="font-family: "Times New Roman","serif";"><o:p></o:p></span></div>
</td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Now, we
will apply loads to the plates.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">9. Select the
<b>Loads</b> <b>&</b> <b>Definition</b> page
from the <b>General</b> tab; the <b>Load & Definition</b> window is
displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">10. Select the
<b>Load Cases Details</b> node in the <b>Load & Definition</b> window and choose
the <b>Add</b> button; the <b>Add New: Load Cases</b> dialog box is
displayed with the <b>Primary</b> node
selected by default.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">11. Select the
<b>Fluids</b> option from the <b>Loading</b> <b>Type</b> drop-down list and enter <b>Fluid</b>
<b>Loads</b> in the <b>Title</b> text box. <o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">12. Choose the
<b>Add</b> button; the primary load case
will be created under the <b>Load Case
Details</b> node of the <b>Load &
Definition</b> window. Close the <b>Add
New: Load Cases</b> dialog box.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">13. Select the
newly created <b>Fluid</b> <b>Loads</b> load case and choose the <b>Add</b> button from the <b>Load & Definition</b> window; the <b>Add</b> <b>New: Load Items</b> dialog box is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">14. Select the
<b>Plate</b> <b>Loads</b> node in the <b>Add</b> <b>New: Load Items</b> dialog box; the <b>Pressure on Full Plate </b>page is displayed
by default.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">15. Enter <b>-76</b> as load intensity in the <b>W1</b> text box and select <b>GY</b> as the load direction. Choose the <b>Add</b> button; the load is added under the
<b>Fluid</b> <b>Loads</b> load case.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">16. Select the
<b>Hydrostatic</b> page from the <b>Plate</b> <b>Loads</b> node in the <b>Add</b> <b>New: Load Items</b> dialog box; the <b>Hydrostatic </b>page is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">The
options are unavailable as no plates are selected.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">17. Choose the
<b>Select Plate(s)</b> button from the <b>Add</b> <b>New: Load Items</b> dialog box; the <b>Selected Items </b>dialog box is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">18. Choose the
<b>Plates</b> cursor and select the plate
as shown in Figure-5; the plate number is displayed in the Selected Items(s)
dialog box.<o:p></o:p></span></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"><br /></span></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgtQXqqAtQszwtRBDFV4TLU7czE7yfrh23RMkK_8NTxM6C7vyysXsroVBhAzcKbCB7JLksJ9ilXyYSxoE6NZEMIC313F4SgrxbAHi7q1h1Xkh92lw4zI8G6iAfaishs8m5wPPJprdgx5S88/s1600/c05.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgtQXqqAtQszwtRBDFV4TLU7czE7yfrh23RMkK_8NTxM6C7vyysXsroVBhAzcKbCB7JLksJ9ilXyYSxoE6NZEMIC313F4SgrxbAHi7q1h1Xkh92lw4zI8G6iAfaishs8m5wPPJprdgx5S88/s1600/c05.jpg" height="320" width="281" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><b><i><span style="font-family: "Times New Roman","serif"; font-size: 11.0pt; line-height: 107%; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: Calibri; mso-fareast-language: EN-US; mso-fareast-theme-font: minor-latin;">Figure-5</span></i></b><i><span style="font-family: "Times New Roman","serif"; font-size: 11.0pt; line-height: 107%; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: Calibri; mso-fareast-language: EN-US; mso-fareast-theme-font: minor-latin;"> The selected plate
onto which load is applied</span></i></td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">19. Choose the
</span><b>Done</b><span style="font-family: "Times New Roman","serif";"> button from the <b>Selected</b> <b>Items(s)</b> dialog
box; the <b>Selected</b> <b>Items(s)</b> dialog box is closed and the
options are available in the <b>Hydrostatic
</b>page.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">20. Enter <b>-53.9</b> in the <b>W1</b> edit box and <b>-0.009</b>
in the <b>W2</b> edit box.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">21. Select the
<b>Y</b> and <b>Local</b> <b>Z</b> radio buttons in
the <b>Interpolate</b> <b>along</b> <b>Global</b> <b>Axis</b> and <b>Direction</b> <b>of</b> <b>pressure</b> areas, respectively.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">22. Choose the
<b>Add</b> button; the load is added under
the <b>Fluid</b> <b>Loads</b> load case.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">23. Similarly,
add the hydrostatic load of the magnitude ranging from -53.9 to -66.4 kN/m2 on
the plate just below the vertical plate, as shown in Figure-6.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEi6UAAN0ZhL0hVhwDbsHrzWWcI7eJSMNfAQ3oOTlDyB27PU1sSEtErZsqHeXc2f7junWdboanB0gM0p7nDQpEg78TF35eKLgoLF1iDVwscY8J1ZlkjTZniku1MdorZYk7tfPxiG95ob2BhL/s1600/c06.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEi6UAAN0ZhL0hVhwDbsHrzWWcI7eJSMNfAQ3oOTlDyB27PU1sSEtErZsqHeXc2f7junWdboanB0gM0p7nDQpEg78TF35eKLgoLF1iDVwscY8J1ZlkjTZniku1MdorZYk7tfPxiG95ob2BhL/s1600/c06.jpg" height="320" width="149" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><div align="center" class="Default">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-6</span></i></b><i><span style="font-family: "Times New Roman","serif";">
The selected plate onto which load is applied</span></i><span style="font-family: "Times New Roman","serif";"><o:p></o:p></span></div>
</td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Now we
will assign the uniform pressure created in previous steps onto the bottom
plate of tank.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">24. Select the
uniform pressure load and assign it to the plate as shown in Figure-7.<o:p></o:p></span></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"><br /></span></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjmAKz8TL2fN3tWDW9gUQYiCxzUnxk_7MY8GvFoJ0cZqExxPuwQNLmD03gOKw4LWky2h9eApCeQgBNWp-2_llhq_xJZfcsN3TPfnHhV-sfMDhPA5Lzl_iC8BnqcOA1RnEJ2mvlVE_-OohdE/s1600/c07.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjmAKz8TL2fN3tWDW9gUQYiCxzUnxk_7MY8GvFoJ0cZqExxPuwQNLmD03gOKw4LWky2h9eApCeQgBNWp-2_llhq_xJZfcsN3TPfnHhV-sfMDhPA5Lzl_iC8BnqcOA1RnEJ2mvlVE_-OohdE/s1600/c07.jpg" height="320" width="150" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><div align="center" class="Default">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-7</span></i></b><i><span style="font-family: "Times New Roman","serif";">
The load applied onto the bottom most plate<o:p></o:p></span></i></div>
</td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">25. Create a
new load case for dead loads and add self weight and a uniform load for
railing. The railing will be placed onto the beam situated at the edge of the
cantilever plate, as shown in Figure-8.<o:p></o:p></span></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"><br /></span></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjaO9fRCS-RJUvrY9ZMqUsrjYU2w09HddWxJaPCDSHg9ujq0SuSWDdnoXHSLqr9ZO_BYbugZr4SCwjiDpL_qXmzPeiUNgI9EHc1OkSy2kWB8g6acEkmx4g0RhS7LMzrETZjAIVsjEAAom-h/s1600/c08.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjaO9fRCS-RJUvrY9ZMqUsrjYU2w09HddWxJaPCDSHg9ujq0SuSWDdnoXHSLqr9ZO_BYbugZr4SCwjiDpL_qXmzPeiUNgI9EHc1OkSy2kWB8g6acEkmx4g0RhS7LMzrETZjAIVsjEAAom-h/s1600/c08.jpg" height="320" width="149" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><div align="center" class="Default">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-8</span></i></b><i><span style="font-family: "Times New Roman","serif";">
The self weight and railing load applied<o:p></o:p></span></i></div>
</td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Now we
will provide sectional properties to the model.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">26. Select the
<b>Properties</b> page from the <b>General</b> tab; the <b>Properties</b> <b>– Whole Structure</b>
window is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">27. Choose the
<b>Thickness</b> button from the <b>Properties</b> <b>– Whole Structure</b> window; the <b>Plate
Element/Surface Property</b> dialog box is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">28. Enter <b>0.15</b> as thickness in the <b>Node 1</b> edit box and make sure that the <b>Concrete</b> option is selected from the <b>Material</b> drop-down list. Choose the <b>Add</b> button; the <b>Plate Element/Surface Property</b> dialog box is closed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">29. Select the
<b>Assign to View</b> radio button from the
<b>Properties</b> <b>– Whole Structure</b> window and then choose the <b>Assign</b> button; the property is assigned to each plate created.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">30. Choose the
<b>Define</b> button from the <b>Properties</b> <b>– Whole Structure</b> window; the <b>Property</b>
dialog box is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">31. Select the
<b>Rectangle</b> node; the <b>Rectangle</b> page is displayed. Enter <b>0.45</b> and <b>0.30</b> in the <b>YD</b> and <b>ZD</b> edit boxes respectively.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">32. Choose the
<b>Add</b> button; the <b>Property</b> dialog box is closed and the property is added to the <b>Properties</b> <b>– Whole Structure</b> window.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Assign the
newly created property to the members in the model.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">33. Similarly,
assign a cross sectional property of 0.15m x 0.15m to the member carrying
railing load.</span></div>
<div class="Default">
<span style="font-family: Times New Roman, serif;"><br /></span><span style="font-family: "Times New Roman","serif";"><table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhV5cueKADXugSmyxk4Bf6Zdx2UEKfFEEGXq17o9_EjQhitIFTPqqKLTt0A4n-Z5r_1rx8r1ThnzQBCSVfB89cvq_Hq9xOe5DvNOS6KqdvfFVYFuBvhLteHHH3237IYaE0ZtX3qPA738MLG/s1600/c09.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhV5cueKADXugSmyxk4Bf6Zdx2UEKfFEEGXq17o9_EjQhitIFTPqqKLTt0A4n-Z5r_1rx8r1ThnzQBCSVfB89cvq_Hq9xOe5DvNOS6KqdvfFVYFuBvhLteHHH3237IYaE0ZtX3qPA738MLG/s1600/c09.jpg" height="172" width="320" /></a></td></tr>
</tbody></table>
</span></div>
<div align="center" class="Default" style="text-align: center;">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-9</span></i></b><i><span style="font-family: "Times New Roman","serif";">
Properties added and assigned to the model<o:p></o:p></span></i></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"></span></div>
<div align="center" class="Default" style="text-align: center;">
<span style="font-family: 'Times New Roman', serif; text-align: left;"><br /></span></div>
<div class="Default">
<br /></div>
<div class="Default" style="text-align: center;">
</div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">34. Select the
<b>Support</b> page from the <b>General</b> tab; the <b>Supports – Whole Structure</b> window is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">35. Choose the
<b>Create</b> button; the <b>Create Support</b> dialog box is displayed
with the <b>Fixed</b> tab chosen by
default.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">36. Choose the
<b>Add</b> button; the fixed support is
added to the <b>Supports – Whole Structure</b>
window.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
</div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">37. Assign the
fixed support created to the lowermost nodes, as shown in Figure-10.<o:p></o:p></span></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"><br /></span></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiEe0GPl79S57e23sVmJVrH5CN6fajS8XM1tUoxOoUellzI5RIgRV0yjZ3xtpmUiNSKad-0eng5rrJvB3XKwuLEBDhKXsLa6iCPFYG55hVEFsjlHTal_ndRviyI-njX8-3ACO4RaeRNsBR1/s1600/c10.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiEe0GPl79S57e23sVmJVrH5CN6fajS8XM1tUoxOoUellzI5RIgRV0yjZ3xtpmUiNSKad-0eng5rrJvB3XKwuLEBDhKXsLa6iCPFYG55hVEFsjlHTal_ndRviyI-njX8-3ACO4RaeRNsBR1/s1600/c10.jpg" height="320" width="149" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><div align="center" class="Default">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-10</span></i></b><i><span style="font-family: "Times New Roman","serif";">
Fixed supports added to the model<o:p></o:p></span></i></div>
</td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">38. Select the
plates and members using the <b>Geometry</b>
<b>Cursor</b> and choose the <b>Circular</b> <b>Repeat</b> option from the <b>Geometry</b>
menu; the <b>3D Circular</b> dialog box is
displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">39. Enter the
values as shown in Figure-11.</span></div>
<div class="Default">
<span style="font-family: Times New Roman, serif;"><br /></span><span style="font-family: "Times New Roman","serif";"><table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiwR3BrIdxA6t2nmgolnhdBkOT0OPCO_zGStNNB0XyLhS-T3Lk141pJK-mEd25Lu0xN9waRl0QgbewldMkOfq6npxXoemWsRaMwYHBBp2DO6NC3ItkSZyA4XoCBEdBXfyhyphenhyphenjJ06qc8Mhm0J/s1600/c11.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiwR3BrIdxA6t2nmgolnhdBkOT0OPCO_zGStNNB0XyLhS-T3Lk141pJK-mEd25Lu0xN9waRl0QgbewldMkOfq6npxXoemWsRaMwYHBBp2DO6NC3ItkSZyA4XoCBEdBXfyhyphenhyphenjJ06qc8Mhm0J/s1600/c11.jpg" height="183" width="320" /></a></td></tr>
</tbody></table>
</span></div>
<div align="center" class="Default" style="text-align: center;">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-11</span></i></b><i><span style="font-family: "Times New Roman","serif";">
The <b>3D Circular</b> dialog box</span></i><span style="font-family: "Times New Roman","serif";"><o:p></o:p></span></div>
<div align="center" class="Default" style="text-align: center;">
<i><span style="font-family: "Times New Roman","serif";"><br /></span></i></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">40. Choose the
<b>OK</b> button; the model will be
repeated at 360 degrees with rotational axis as Y-axis<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default" style="text-align: center;">
</div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Figure-12
shows the water tank created.<o:p></o:p></span></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"><br /></span></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgwkiQBDvylBhQE2w3xYhyphenhyphen0OiD-zsT0YEmshRd7Hw817EmgmFHH6HATAAgpao83jVTRrecfqfWVqR6X1BWB1mpc6mZLJONdMzToaait4C7mlZbT6UpPWnIJFSXyNHyVWgWtES0k9gXc4rax/s1600/c12.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgwkiQBDvylBhQE2w3xYhyphenhyphen0OiD-zsT0YEmshRd7Hw817EmgmFHH6HATAAgpao83jVTRrecfqfWVqR6X1BWB1mpc6mZLJONdMzToaait4C7mlZbT6UpPWnIJFSXyNHyVWgWtES0k9gXc4rax/s1600/c12.jpg" height="320" width="308" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><div align="center" class="Default">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-12</span></i></b><i><span style="font-family: "Times New Roman","serif";">
Model of water tank created</span></i><span style="font-family: "Times New Roman","serif";"><o:p></o:p></span></div>
</td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Figure-13
and Figure-14 shows the 3D rendered views of the water tank.<o:p></o:p></span></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";"><br /></span></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg8KBgoW3xdEfRbrnbNxVgqL_QpjEF5Hcy_oI2AIHYEgAKcoYNIVthIU9JI0cGd7GUcOUoTgqR89bJ1q138eRh_iblJqUK0Plc9kpHhasnsuj6Mspi6jmfGbm-70vT7RcGg0jhKsjWWLnec/s1600/c13.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg8KBgoW3xdEfRbrnbNxVgqL_QpjEF5Hcy_oI2AIHYEgAKcoYNIVthIU9JI0cGd7GUcOUoTgqR89bJ1q138eRh_iblJqUK0Plc9kpHhasnsuj6Mspi6jmfGbm-70vT7RcGg0jhKsjWWLnec/s1600/c13.jpg" height="320" width="293" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><div align="center" class="Default">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-13</span></i></b><i><span style="font-family: "Times New Roman","serif";">
3D rendered view of the water tank model<o:p></o:p></span></i></div>
</td></tr>
</tbody></table>
<br />
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgBhH5iSmSwchxL6D3qR3sNMYTV4pjwTTHAKgb9uYg5B5uegmvZJEUd7P5N6iMdhcXXUz1-AnHJGVlY4dE11khFaloEbvRlyoH9WyFrIK6qA8cQH4JwMUQ1XeU8cf4muCbCdbp1jmw0KYih/s1600/c14.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgBhH5iSmSwchxL6D3qR3sNMYTV4pjwTTHAKgb9uYg5B5uegmvZJEUd7P5N6iMdhcXXUz1-AnHJGVlY4dE11khFaloEbvRlyoH9WyFrIK6qA8cQH4JwMUQ1XeU8cf4muCbCdbp1jmw0KYih/s1600/c14.jpg" height="320" width="258" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><div align="center" class="Default">
<b><i><span style="font-family: "Times New Roman","serif";">Figure-13</span></i></b><i><span style="font-family: "Times New Roman","serif";">
3D rendered view of the water tank model<o:p></o:p></span></i></div>
</td></tr>
</tbody></table>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">Now, we
will analyze the model created.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">41. Select the
<b>Perform</b> <b>Analysis</b> option from the <b>Analysis</b>
fly-out in the <b>Commands</b> menu; the <b>Perform</b> <b>Analysis</b> dialog box is displayed. <o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">42. Close the <b>Perform</b> <b>Analysis</b> dialog box and select the <b>Run Analysis</b> option from the <b>Analyze</b>
menu; the <b>STAAD Analysis and Design</b>
window is displayed showing the progress of solution.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">43. Once the
analysis is complete; select the <b>Go to
Post Processing Mode</b> radio button and choose the <b>Done</b> button; the <b>Results</b>
<b>Setup</b> dialog box is displayed.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">44. Choose the
<b>Apply</b> and the <b>OK</b> button; the post-processing mode is displayed along with various
results.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">45. Choose the
<b>Plate</b> tab; the <b>Diagrams</b> dialog box is displayed. <o:p></o:p></span></div>
<div class="Default">
<br /></div>
<div class="Default">
<span style="font-family: "Times New Roman","serif";">46. In the <b>Diagrams</b> dialog box, select the <b>MY (local)</b> option from the <b>Stress</b> type drop-down list and choose
the <b>OK</b> button; the stress contours
is visible in the model along with the legend.<o:p></o:p></span></div>
<div class="Default">
<br /></div>
<span style="font-family: "Times New Roman","serif"; font-size: 11.0pt; line-height: 107%; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: Calibri; mso-fareast-language: EN-US; mso-fareast-theme-font: minor-latin;">Figure-15 shows the
MY (local) stress contours in the model.</span><br />
<div>
<span style="font-family: Times New Roman, serif;"><span style="font-size: 14.6666669845581px; line-height: 15.6933336257935px;"><br /></span></span></div>
<table align="center" cellpadding="0" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;"><tbody>
<tr><td style="text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEipiXxXhbsOm4-ze_63JIVmQtRrb6HUOU4IsoIVJA9w4_1Rep0M359g48J-4feqFA8Ryle_Ep51QhZ7SPxHiGbimg9gaQJ02HUDA9UjZCMgIlEllSBDOxmlJK090AXkBUrFR4iTgXEIA38k/s1600/c15.jpg" imageanchor="1" style="margin-left: auto; margin-right: auto;"><img border="0" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEipiXxXhbsOm4-ze_63JIVmQtRrb6HUOU4IsoIVJA9w4_1Rep0M359g48J-4feqFA8Ryle_Ep51QhZ7SPxHiGbimg9gaQJ02HUDA9UjZCMgIlEllSBDOxmlJK090AXkBUrFR4iTgXEIA38k/s1600/c15.jpg" height="298" width="320" /></a></td></tr>
<tr><td class="tr-caption" style="text-align: center;"><b><i><span style="font-family: "Times New Roman","serif"; font-size: 11.0pt; line-height: 107%; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: Calibri; mso-fareast-language: EN-US; mso-fareast-theme-font: minor-latin;">Figure-15</span></i></b><i><span style="font-family: "Times New Roman","serif"; font-size: 11.0pt; line-height: 107%; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: Calibri; mso-fareast-language: EN-US; mso-fareast-theme-font: minor-latin;"> MY (local) stress
contours of the model</span></i></td></tr>
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<span style="font-family: "Times New Roman","serif";">Similarly,
you can view various other stress contours for the plate elements.<o:p></o:p></span></div>
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Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-1979375035532218335.post-17757322477002557202013-11-28T21:04:00.001-08:002013-11-28T21:04:29.569-08:00Navisworks Tutorials----- Using Selection Sets<iframe allowfullscreen="" frameborder="0" height="270" src="//www.youtube.com/embed/1h1DldFX1fg" width="480"></iframe>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-1979375035532218335.post-27347458805482991912013-11-28T21:03:00.001-08:002013-11-28T21:03:28.258-08:00Navisworks Tutorials----- Using Selection Sets<iframe allowfullscreen="" frameborder="0" height="270" src="//www.youtube.com/embed/1h1DldFX1fg" width="480"></iframe>Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-1979375035532218335.post-2459335681266054052013-11-28T03:02:00.000-08:002013-11-28T03:02:02.033-08:00Using the Repeat Tool in STAAD/Pro<div dir="ltr" style="text-align: left;" trbidi="on">
Hi I have create some interesting video in STAAD to use how to repeat structural elements. You can repeat the structural elements linearly or in circular fashion.<br />
<a href="http://www.youtube.com/watch?v=uhPxOJw7A-g&feature=youtu.be">http://www.youtube.com/watch?v=uhPxOJw7A-g&feature=youtu.be</a><br />
<br />
Check this video</div>
Unknownnoreply@blogger.com0tag:blogger.com,1999:blog-1979375035532218335.post-83784483381147613122013-11-12T04:19:00.001-08:002013-11-12T04:19:20.136-08:00STAAD.Pro V8i<div dir="ltr" style="text-align: left;" trbidi="on">
<div class="MsoNormal" style="background-color: #fff9ee; color: #222222; font-family: Georgia, Utopia, 'Palatino Linotype', Palatino, serif; font-size: 15px; line-height: 21px;">
STAAD.Pro is the most popular structural analysis and design software which is used to model and design the structures virtually. It has been developed by Bentley’s Systems. This software allows you to analyze and design wide variety of structures. You can use this software to design buildings, culverts, petrochemical plants, bridges, and so on. Among the many benefits it confers are:</div>
<div class="MsoNormal" style="background-color: #fff9ee; color: #222222; font-family: Georgia, Utopia, 'Palatino Linotype', Palatino, serif; font-size: 15px; line-height: 21px;">
<br /></div>
<div class="MsoListParagraphCxSpFirst" style="background-color: #fff9ee; color: #222222; font-family: Georgia, Utopia, 'Palatino Linotype', Palatino, serif; font-size: 15px; line-height: 21px; margin-left: 38.05pt; text-indent: -0.25in;">
<span style="font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt;"> </span></span>Flexible modeling environment</div>
<div class="MsoListParagraphCxSpMiddle" style="background-color: #fff9ee; color: #222222; font-family: Georgia, Utopia, 'Palatino Linotype', Palatino, serif; font-size: 15px; line-height: 21px; margin-left: 38.05pt; text-indent: -0.25in;">
<span style="font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt;"> </span></span>Supports 70 international and 20 US codes</div>
<div class="MsoListParagraphCxSpMiddle" style="background-color: #fff9ee; color: #222222; font-family: Georgia, Utopia, 'Palatino Linotype', Palatino, serif; font-size: 15px; line-height: 21px; margin-left: 38.05pt; text-indent: -0.25in;">
<span style="font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt;"> </span></span>Easy generation of loads</div>
<div class="MsoListParagraphCxSpMiddle" style="background-color: #fff9ee; color: #222222; font-family: Georgia, Utopia, 'Palatino Linotype', Palatino, serif; font-size: 15px; line-height: 21px; margin-left: 38.05pt; text-indent: -0.25in;">
<span style="font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt;"> </span></span>Wide application in structural engineering</div>
<div class="MsoListParagraphCxSpMiddle" style="background-color: #fff9ee; color: #222222; font-family: Georgia, Utopia, 'Palatino Linotype', Palatino, serif; font-size: 15px; line-height: 21px; margin-left: 38.05pt; text-indent: -0.25in;">
<span style="font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt;"> </span></span>Perform linear, delta, dynamic, and non-linear analysis</div>
<br style="background-color: #fff9ee; color: #222222; font-family: Georgia, Utopia, 'Palatino Linotype', Palatino, serif; font-size: 15px; line-height: 21px;" />
<div class="MsoListParagraphCxSpMiddle" style="background-color: #fff9ee; color: #222222; font-family: Georgia, Utopia, 'Palatino Linotype', Palatino, serif; font-size: 15px; line-height: 21px; margin-left: 38.05pt; text-indent: -0.25in;">
<span style="font-family: Symbol;">·<span style="font-family: 'Times New Roman'; font-size: 7pt;"> </span></span>Generates high quality reports</div>
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