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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
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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SITUATION I A beam having a width of 350 mm and a depth of 600 mm carries a dead load of 21 kN/m (including its own weight) and a live load of 30 kN/m. The clear distance between the two supports is 6m. Use 75 mm as steel covering. Use fy=400 MPa, f'c=21 MPa
Transcribed Image Text:SITUATION I A beam having a width of 350 mm and a depth of 600 mm carries a dead load of 21 kN/m (including its own weight) and a live load of 30 kN/m. The clear distance between the two supports is 6m. Use 75 mm as steel covering. Use fy=400 MPa, f'c=21 MPa
1. Determine the maximum shear experience by the beam. a. 241.2 kN b. 65.7 kN с. 219.6 kN d. 73.2 kN 2. Determine the location of the critical shear from the support. a. 562.5 mm b. 550 mm с. 525 тm d. 530 mm 3. Determine the ultimate critical shear occurring on the beam. a. 181.17 kN b. 165.29 kN c. 120.0 kN d. 73.2 kN
Transcribed Image Text:1. Determine the maximum shear experience by the beam. a. 241.2 kN b. 65.7 kN с. 219.6 kN d. 73.2 kN 2. Determine the location of the critical shear from the support. a. 562.5 mm b. 550 mm с. 525 тm d. 530 mm 3. Determine the ultimate critical shear occurring on the beam. a. 181.17 kN b. 165.29 kN c. 120.0 kN d. 73.2 kN
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