Although we design for flexure separately from shear, both flexure and axial force can have an impact on shear design. Is this statement correct? Explain ? Concrete reaching its maximum design strain rather than the steel reaching its yield strain is what always initiates flexural failure, regardless whether the section is under-reinforced, over- reinforced, or has a balanced reinforcement ratio. Is this a correct statement? justify your answer using a neat sketch. An under-reinforced beam section is safer than an over-reinforced one. Is this a correct statement? justify your answer using a neat sketch

Although we design for flexure separately from shear, both flexure and axial force can have an impact on shear design. Is this statement correct? Explain ? Concrete reaching its maximum design strain rather than the steel reaching its yield strain is what always initiates flexural failure, regardless whether the section is under-reinforced, over- reinforced, or has a balanced reinforcement ratio. Is this a correct statement? justify your answer using a neat sketch. An under-reinforced beam section is safer than an over-reinforced one. Is this a correct statement? justify your answer using a neat sketch

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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Similar questions

Designers typically specify longitudinal reinforcement on all four sides of a square column cross section for which of the following reasons? Check all that apply. Bending moments can act about two section axes, not just one O There is less chance for steel placement mistakes during construction There is additional axial strength compared to a design with longitudinal steel on only two sides
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Kindly select the correct answer with solutions or explanations
What is the steel reinforcement index of a concrete beam with 351 mm width, 536 mm depth, and 6- ø21 mm bars? The yield strength of its reinforcement is 371 MPa and the specified compressive of concrete is 28 MPa.