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 tc of concrete as 0.62 N/mm2 and maximum allowable shear stress tcmax 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, as per unit state method will be, 6 cm 8 cт 5 сm 7 cm
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 tc of concrete as 0.62 N/mm2 and maximum allowable shear stress tcmax 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, as per unit state method will be, 6 cm 8 cт 5 сm 7 cm
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 tc of concrete as
0.62 N/mm2 and maximum allowable shear stress tcmax 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, as per
unit state method will be,
6 cm
8 сm
5 сm
7 cm
O O](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4c227930-5501-40ec-a09c-af9bb1271012%2Fc1d1b4a9-2e17-4fa3-a174-55cc4825f69c%2Foysagb_processed.png&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 tc of concrete as
0.62 N/mm2 and maximum allowable shear stress tcmax 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, as per
unit state method will be,
6 cm
8 сm
5 сm
7 cm
O O
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