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Shear Strength of Beams

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Question

Assuming that there is no possibility of shear buckling in the web, the maximum reduction permitted by IS 800-2007 in the (low-shear) design bending strength of a semi-compact steel section due to high shear is _____.

A

25%

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B

governed by the area of the flange

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C

50%

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D

Zero

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Solution

The correct option is D Zero
Zero

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Similar questions

Q. A steel section is subjected to a combination of shear and bending action. The applied shear force is V and shear capacity of the section is V

_{s}

. For such a section, high shear force (as per IS 800-2007) is defined as ______.

Q. The design shear strength of a beam cross-section is 220kN. When the beam section is classified as low shear case then the factored shear force is less than______kN.

Q. An I-section is built up by welding 250 mm x 15 mm web plate to two 150 mm x 15 mm flange plates by 8 mm fillet welds. If mean shearing stress in the web and the maximum shear stress in weld are not to exceed 100 MPa, then maximum shear force which can be permitted is____ kN.

Q. An ISLB 350@ 486 N/m beam is laterally supported throughout. The following properties are given for the I - section

I_{x} = 13158.3 \times 10^{4} m m^{4}, S h a p e f a c t o r = 1.12, f_{y} = 250 M P a, γ_{m o} = 1.1

Assume the section to be a compact section and a case of low shear. The design bending strength will be ______kNm.

Q. An unstiffened web I-section is fabricated from a 10 mm thick plate by fillet welding as shown in the figure. If yield stress of steel is 250 MPa, the maximum shear load that section can take is _______.

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