Question 41

CENAT2 marksNeeds review
An RCC beam of rectangular cross section has factored shear of 200 kN at its critical section. Its width b is 250 mm and effective depth d is 350 mm. Assume design shear strength

of concrete as 0.62 N/mm² and maximum allowable shear stress

in concrete as 2.8 N/mm². If two legged 10 mm diameter vertical stirrups of Fe50 grade steel are used, then the required spacing (in cm, up to one decimal place) as per limit state method will be _____

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2018CE

GATE CE 2018 · Paper 1

Civil Engineering · Original paper archive

Section
Civil Engineering
Question type
Numerical answer (NAT)
Marks
2 marks

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