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 depthd is 350 mm. Assume design shear strength t. of concrete as 0.62 N/mm2 and maximum allowable shear stress Te max in concrete as 2.8 N/mm2. If two
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 depthd is 350 mm. Assume design shear strength t. of concrete as 0.62 N/mm2 and maximum allowable shear stress Te max in concrete as 2.8 N/mm2. If two
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![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 t. of concrete
as 0.62 N/mm2 and maximum allowable shear
stress Tc.max in concrete as 2.8 N/mm2. If two
legged 10 mm diameter vertical stirrups of Fe250
grade steel are used, then the required spacing
(in cm, up to one decimal place) as per limit
state method will be](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7f67540e-0e6a-4516-ada8-0aa5121f5f7d%2F3f31e9f1-450b-4bda-96b1-b4a53c9368f8%2F9gwj318_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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 t. of concrete
as 0.62 N/mm2 and maximum allowable shear
stress Tc.max in concrete as 2.8 N/mm2. If two
legged 10 mm diameter vertical stirrups of Fe250
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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