SITUATION IA beam having a width of 350 mm anda depth of 600 mm carries a dead loadof 21 kN/m (including its own weight)and a live load of 30 kN/m. The cleardistance between the two supports is6m. Use 75 mm as steel covering. Usefy=400 MPa, f'c=21 MPa 1. Determine the maximum shearexperience by the beam.a. 241.2 kNb. 65.7 kNс. 219.6 kNd. 73.2 kN2. Determine the location of thecritical shear from the support.a. 562.5 mmb. 550 mmс. 525 тmd. 530 mm3. Determine the ultimate criticalshear occurring on the beam.a. 181.17 kNb. 165.29 kNc. 120.0 kNd. 73.2 kN

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A beam having a width of 350 mr a depth of 600 mm carries a deac of 21 kN/m (including its own w and a live load of 30 kN/m. The distance betwveen the two suppo 6m. Use 75 mm as steel covering Fy=400 MPa, fc=21 MPa

A beam having a width of 350 mr a depth of 600 mm carries a deac of 21 kN/m (including its own w and a live load of 30 kN/m. The distance betwveen the two suppo 6m. Use 75 mm as steel covering Fy=400 MPa, fc=21 MPa

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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