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vivekks SEFI Regulars
Joined: 28 Oct 2014 Posts: 22
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Posted: Sat Jan 03, 2015 1:53 pm Post subject: Load from slab on to the beams in RCC and STEEL |
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PLz help me with this fundamental doubt........
In RCC, if the slab is "two way" we take loading as trapezoidal on some beams and triagular in some beams.
But in Steel Structures even though the slab is "two way", we take the loading as UDL. why????? |
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Dr. N. Subramanian General Sponsor
Joined: 21 Feb 2008 Posts: 5538 Location: Gaithersburg, MD, U.S.A.
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Posted: Sun Jan 04, 2015 1:49 pm Post subject: Re: Load from slab on to the beams in RCC and STEEL |
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vivekks wrote: | PLz help me with this fundamental doubt........
In RCC, if the slab is "two way" we take loading as trapezoidal on some beams and triagular in some beams.
But in Steel Structures even though the slab is "two way", we take the loading as UDL. why????? |
Dear Er Vivek
Who said so? In steel structures also we need to use triangular and trepezoidal distribution only if the slab is two way!
Best wishes
NS |
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vivekks SEFI Regulars
Joined: 28 Oct 2014 Posts: 22
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Posted: Mon Jan 05, 2015 12:07 pm Post subject: |
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Thank you Sir for replying to my question.people around me had different opinions and i was confused. |
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prav_77 SEFI Regulars
Joined: 16 Sep 2013 Posts: 29
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Posted: Sat Jan 10, 2015 7:16 am Post subject: |
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dear vivek,
if u r considering the light weight roofing like acc sheets which is fixed over purlins . In this case we take member load or one way load. another example may b of precast slab or HCS or rib slab..
for normal rcc two way slab resting on four beams , load taken is triangular and trapezoidal
thnks
praveen singh |
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vivekks SEFI Regulars
Joined: 28 Oct 2014 Posts: 22
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Posted: Mon Jan 12, 2015 12:18 pm Post subject: |
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thanks for the reply |
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