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Shear Strength of Conc

 
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mc.upadhyay1
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Joined: 26 Jan 2003
Posts: 134

PostPosted: Thu Jan 15, 2004 11:49 am    Post subject: Shear Strength of Conc Reply with quote

Hello Mr. Bhagwat

The bending moment for columns is always linear
for gravity & as well as lateral loads. Hence the col. is subjected to
shear force. But the presence of B.M. does not ensure that the face
will be in tension because of axial loads.
This can be ensured while designing the columns. Acc. to charts of SP16
for all the points above the line fst=0 whole section ; hence the steel
will be
in compression.  Hence there will be no steel to be assumed as tensile
steel.

The design for shear is empirical one. Our code has taken the formula
fro Australian codes & that relates shear strength only with tensile steel.

I think  there must be tensile steel present in a section for using this
formula
as it would have been derived so by tests.
What is your point of view.

Regards

Mukesh Upadhyay

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