A rectangular beam section has d = 600 mm. When neutral axis depth is at its limiting depth, Moment capacity (M*) is found as 1000 kNm. When the section need to be designed for higher moment, 220 mm2 compression reinforcement provided at dsc = 35 mm. To satisfy the force equilibrium what amount of ADDITIONAL tensile reinforcement (in mm^2) need to be provided at the effective depth (d) ? Select one: a. 220 Ob. 250 OC. 440 Od. 110 Oe. 200

A rectangular beam section has d = 600 mm. When neutral axis depth is at its limiting depth, Moment capacity (M*) is found as 1000 kNm. When the section need to be designed for higher moment, 220 mm2 compression reinforcement provided at dsc = 35 mm. To satisfy the force equilibrium what amount of ADDITIONAL tensile reinforcement (in mm^2) need to be provided at the effective depth (d) ? Select one: a. 220 Ob. 250 OC. 440 Od. 110 Oe. 200

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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