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Assuming concrete below the neutral axis to be cracked, the shear stress across the depth of a singly-reinforced rectangular beam section (a) increases parabolically to the neutral axis and then drops suddenly to zero value (b) increases parabolically to the neutral axis and then remains constant over the remaining depth (c) increases linearly to the neutral axis and then remains constant up to the tensioned steel (d) increases parabolically to the neutral axis and then remains constant up to the tensioned steel.

Assuming concrete below the neutral axis to be cracked, the shear stress across the depth of a singly-reinforced rectangular beam section (a) increases parabolically to the neutral axis and then drops suddenly to zero value (b) increases parabolically to the neutral axis and then remains constant over the remaining depth (c) increases linearly to the neutral axis and then remains constant up to the tensioned steel (d) increases parabolically to the neutral axis and then remains constant up to the tensioned steel.

Structural Analysis
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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Assuming concrete below the neutral axis to be cracked, the shear stress across the depth of a singly-reinforced rectangular beam section (a) increases parabolically to the neutral axis and then drops suddenly to zero value (b) increases parabolically to the neutral axis and then remains constant over the remaining depth (c) increases linearly to the neutral axis and then remains constant up to the tensioned steel. (d) increases parabolically to the neutral axis and then remains constant up to the tensioned steel.
Transcribed Image Text:Assuming concrete below the neutral axis to be cracked, the shear stress across the depth of a singly-reinforced rectangular beam section (a) increases parabolically to the neutral axis and then drops suddenly to zero value (b) increases parabolically to the neutral axis and then remains constant over the remaining depth (c) increases linearly to the neutral axis and then remains constant up to the tensioned steel. (d) increases parabolically to the neutral axis and then remains constant up to the tensioned steel.
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