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<title>SEFI General Discussion :: RE: IS : 801 CLAUSE 6.1.2</title>
<link>http://feedproxy.google.com/~r/sefindia/~3/oVNf2GIQsq0/viewtopic.php</link>
<pubDate>Thu, 31 May 2012 17:40:45 GMT</pubDate>
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<description>Author: &lt;a href="http://www.sefindia.org/forum/profile.php?mode=viewprofile&amp;u=473" target="_blank"&gt;Dr. N. Subramanian&lt;/a&gt;&lt;br /&gt;

Posted: Thu May 31, 2012 11:10 pm (GMT 5.5)&lt;br /&gt;
&lt;br /&gt;&lt;span class="postbody"&gt;
Dear Er Sandeep,
&lt;br&gt;
&lt;br&gt;If you are using WSM, then&amp;nbsp;&amp;nbsp;33% increase in stresses (IS 801 is based on WSM) is allowed as per IS codes-I do not have IS 801 and hence could not quote the clause. But clause 3.9 of IS 800:1984 clearly states this: When wind and EQ load-33.33% increase in members and 25% increase in rivets,bolts and tension rods. 
&lt;br&gt;
&lt;br&gt;However, such increase should not be taken when wind is the predominant load,as in Transmission line towers where the dead loads as very low (as indicated rightly by &lt;span style="font-weight: bold"&gt;Er Vikramjeet&lt;/span&gt;). Industrial buildings with Cold formed sections can not be considered as structures with predominant wind load-moreover note that maximum wind loads which we consider in design will act on the structure only rarely, similar to EQ loads. Hence 33.33% can be allowed.
&lt;br&gt;
&lt;br&gt;Note also that when we use LSD, this increase is automatically taken in partial load factors-1.5 for DL+LL and 1.2 when other loads are combined.
&lt;br&gt;
&lt;br&gt;Best wishes
&lt;br&gt;Subramanian
&lt;br&gt;
&lt;br&gt;&lt;/span&gt;&lt;table width="90%" cellspacing="1" cellpadding="3" border="0" align="center"&gt;&lt;tr&gt; 	  &lt;td&gt;&lt;span class="genmed"&gt;&lt;b&gt;sandeep_chauhan wrote:&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;	&lt;/tr&gt;	&lt;tr&gt;	  &lt;td class="quote"&gt;Vikram sir,
&lt;br&gt;Thanks for your reply.
&lt;br&gt;
&lt;br&gt;Sir if we design cold form section for an industrial building where sometime&amp;nbsp;&amp;nbsp;wind is major load &amp;amp; sometime live load is major.
&lt;br&gt;
&lt;br&gt;in this situation what we have to do?
&lt;br&gt;please see in this.
&lt;br&gt;
&lt;br&gt;
&lt;br&gt;Thanks
&lt;br&gt;Sandeep chauhan.&lt;/td&gt;	&lt;/tr&gt;&lt;/table&gt;&lt;span class="postbody"&gt;&lt;/span&gt;&lt;br /&gt;&lt;div class="feedflare"&gt;
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<dc:creator>Dr. N. Subramanian</dc:creator>
<dc:subject>SEFI General Discussion</dc:subject>
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<title>SEFI General Discussion :: RE: vastu shastra</title>
<link>http://feedproxy.google.com/~r/sefindia/~3/t3mc7pf7vYA/viewtopic.php</link>
<pubDate>Thu, 31 May 2012 17:21:10 GMT</pubDate>
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<description>Author: &lt;a href="http://www.sefindia.org/forum/profile.php?mode=viewprofile&amp;u=11448" target="_blank"&gt;vk.wits&lt;/a&gt;&lt;br /&gt;
Subject: thanks&lt;br /&gt;
Posted: Thu May 31, 2012 10:51 pm (GMT 5.5)&lt;br /&gt;
&lt;br /&gt;&lt;span class="postbody"&gt;
&lt;/span&gt;&lt;table width="90%" cellspacing="1" cellpadding="3" border="0" align="center"&gt;&lt;tr&gt; 	  &lt;td&gt;&lt;span class="genmed"&gt;&lt;b&gt;karan1070 wrote:&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;	&lt;/tr&gt;	&lt;tr&gt;	  &lt;td class="quote"&gt;&lt;font size="3"&gt;Secrets of Vastushastra by N H Sahasrabudhe and R D Mahatme and Vatsushastra by Dr. shankar adawal these two books are describe about depth knowledge of vastu.I think Vatsushastra will be perfect for you but the ancient original book.&lt;/font&gt;
&lt;br&gt;&lt;font size="3"&gt;&lt;a href="http://www.tutorcircle.com/how-to-multiply-and-divide-rational-numbers-f2jGq.html"&gt;multiply and divide rational numbers&lt;/a&gt;&lt;/font&gt;&lt;/td&gt;	&lt;/tr&gt;&lt;/table&gt;&lt;span class="postbody"&gt;
&lt;br&gt;
&lt;br&gt;
&lt;br&gt;
&lt;br&gt;Mr. karan thanks ................ on ,more Q. where can i get the ancient book of vastu and who is writer ?&lt;/span&gt;&lt;br /&gt;&lt;div class="feedflare"&gt;
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<dc:creator>vk.wits</dc:creator>
<dc:subject>SEFI General Discussion</dc:subject>
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