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Calculate the effective depth of the section in PART B in mm.0

Calculate the effective depth of the section in PART B in mm.0

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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A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall transverse to the given beam. Answer the following questions given the sections of the beam. 2.0 m | P₁ = 45 KN W₁ = 44.24 kN/m 3.0 m a. b. 3-200 6-200 350mm by 400mm f'c-35 MPa fy=415 MP.. Ps= 10 mm conc. cover= 40mm 250mm by 400mm f'c-21 MPa fy=415 MPa Ps= 10 mm conc. cover= 40mm
Transcribed Image Text:A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall transverse to the given beam. Answer the following questions given the sections of the beam. 2.0 m | P₁ = 45 KN W₁ = 44.24 kN/m 3.0 m a. b. 3-200 6-200 350mm by 400mm f'c-35 MPa fy=415 MP.. Ps= 10 mm conc. cover= 40mm 250mm by 400mm f'c-21 MPa fy=415 MPa Ps= 10 mm conc. cover= 40mm
Calculate the effective depth of the section in PART B in mm.0 Solve the following problems completely and neatly. Use 3 decimal places in all your computations except for strain and rho(5 decimal places).
Transcribed Image Text:Calculate the effective depth of the section in PART B in mm.0 Solve the following problems completely and neatly. Use 3 decimal places in all your computations except for strain and rho(5 decimal places).
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