The ultimate load carrying capacity of a short circular column of 300 mm diameter with 1% helical reinforcement of Fe 415 grade steel and concrete of M 20 grade, is nearly A) 451 KN B 500 kN c) 756 kN D) 794 KN

The ultimate load carrying capacity of a short circular column of 300 mm diameter with 1% helical reinforcement of Fe 415 grade steel and concrete of M 20 grade, is nearly A) 451 KN B 500 kN c) 756 kN D) 794 KN

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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Question

The ultimate load carrying capacity
of a short circular column of 300 mm
diameter with 1% helical reinforcement
of Fe 415 grade steel and concrete of M
20 grade, is nearly
A) 451 KN
B) 500 KN
c) 756 kN
D) 794 KN

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