why seismic analysis not done during design of slabs
Answers were Sorted based on User's Feedback
Answer / as
generally seismic loads are lateral loads the axial rigidity
of slab is very high so deformation of slab is very
less.while that of beams and columns are more.
Is This Answer Correct ? | 7 Yes | 0 No |
Answer / vkg
the thickness of slab is very small as compare to beam
or in other word, the moment of inertia of slab(along z
direction) is very small. and no resistance is occurs. hence
we take only basic load combination for calculating span
moment .
Is This Answer Correct ? | 1 Yes | 3 No |
Answer / sarika
it is because in an rcc structure seismic loads are mainly
carried by shear walls
Is This Answer Correct ? | 0 Yes | 2 No |
WHAT IS DIFFERANCE BETWEN TOR STEEL AND TMT STEEL
Minimum spacing of 2- bars in column, beam, slab
All aptitude question of Bechtel
Of all curing compounds available, can they use compounds with micro silica in lieu of water? Why?
1 Answers Saudi Aramco Shell Refinery Company SASREF,
what is the % wastage of cement in rcc
what grade of concrete to be used for lintel when reinforced with bamboo in place of steel?????????
IS sobha developers ,bangalore an good place to work for the freshers
What are the types of slump?
how to calculate required shuttering material like props,spans,plates ..etc for a slab?
1 Answers NCC, Shoba Devlopers,
what is the use of beam end forces while using a staad ? wha they are show
If the proportions of concrete is a:b:c i.e if "a" parts of cement,"b" parts of fine aggregate & "c" parts of coarse aggregate are mixed by volume. Then the resulting volume will have a volume of ------? How?
What is the cemnent ratio