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2.0 m Pu = 45 KN W₁ = 44.24 kN/m * 3.0 m 7777 a. b. 3-200 6-200 350mm by 400mm f'c-35 MPa fy=415 MPa = 10 mm conc. cover 40mm 250mm by 400mm f'c=21 MPa fy=415 MPa Ps= 10 mm conc. cover = 40mm

2.0 m Pu = 45 KN W₁ = 44.24 kN/m * 3.0 m 7777 a. b. 3-200 6-200 350mm by 400mm f'c-35 MPa fy=415 MPa = 10 mm conc. cover 40mm 250mm by 400mm f'c=21 MPa fy=415 MPa Ps= 10 mm conc. cover = 40mm

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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Solve the following problems completely and neatly. Use 3 decimal places in all your computations except for strain and rho(5 decimal places). Input your answer in the text box provided in each number.

 

Calculate the depth of compression block of the section in PART B in mm.0

2.0 m | P₁ = 4 P₁ = 45 KN W₁ = 44.24 kN/m 3.0 m 7777 a. b. 3-200 6-200 350mm by 400mm f'c-35 MPa fy=415 MPa 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:2.0 m | P₁ = 4 P₁ = 45 KN W₁ = 44.24 kN/m 3.0 m 7777 a. b. 3-200 6-200 350mm by 400mm f'c-35 MPa fy=415 MPa Ps= 10 mm conc. cover = 40mm 250mm by 400mm f'c=21 MPa fy=415 MPa Ps= 10 mm conc. cover = 40mm
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