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Question
As per IS 456:2000, consider the following statements:
1. The modular ratio considered in the working stress method depends on the type of steel used.
2. There is an upper limit on the nominal shear stress in beams (even with shear reinforcement) due to the possibility of crushing of concrete in diagonal compression.
3. A rectangular slab whose length is equal to its width may not be a two- way slab for some support conditions.
The TRUE statements are
IS 456 : 2000 ds vuqlkj fuEufyf[kr dFkuksa ij fopkj dhft,
1. Working stress method esa iz;qDr modular ratio steel ds izdkj ij fuHkZj djrk gSA
2. Beams esa nominal shear stress dh ,d Åijh lhek gksrh gS (shear reinforcement gksus ij Hkh) D;ksafd diagonal compression esa concrete crushing dh laHkkouk jgrh gSA
3. ,slh rectangular slab ftldh yackbZ mldh pkSM+kbZ ds cjkcj gks] dqN esa support conditions esa two-way slab ugha Hkh gks ldrh gSA
lgh dFku gSa%
A.
1 and 2
B.
2 and 3
C.
1 and 3
D.
1, 2 and 3
Answer ( Option B)

2 and 3

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