Question 55

CE-2NAT2 marksNeeds review
Consider the singly reinforced section of a cantilever concrete beam under bending, as shown in the figure (M25 grade concrete, Fe415 grade steel). The stress block parameters for the section at the ultimate limit state, as per IS 456: 2000 notations, are given. The ultimate moment of resistance for the section by the Limit State Method is __________ kN.m (round off to one decimal place).
[Note: Here,

is the total area of tension steel bars,

is the width of the section,

is the effective depth of the bars,

is the characteristic compressive cube strength of concrete,

is the yield stress of steel, and

is the depth of neutral axis.]
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2023CE-2

GATE CE 2023 · Paper 2

Civil Engineering · Original paper archive

Section
Section CE-2
Question type
Numerical answer (NAT)
Marks
2 marks

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