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SITUATION. The section of the beam at support is as shown below, fc' =28 MPa, fy = 415 MPa. Effective cover is 70 mm. by = 800 mm 100 mm 4- 28 mm o 250 mm 2- 28 mm o -250 mm Determine the depth of compression block. 220 mm 113 mm 85.89 mm 101.052 mm

SITUATION. The section of the beam at support is as shown below, fc' =28 MPa, fy = 415 MPa. Effective cover is 70 mm. by = 800 mm 100 mm 4- 28 mm o 250 mm 2- 28 mm o -250 mm Determine the depth of compression block. 220 mm 113 mm 85.89 mm 101.052 mm

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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(continuation) Determine the actual tensile strain of steel in tension at normal condition. 0.0033 0.002075 0.0136 0.005 (continuation) Determine the nominal moment capacity 238.25 kN-m 223.73 kN-m 128.875 kN-m 250.38 kN-m
Transcribed Image Text:(continuation) Determine the actual tensile strain of steel in tension at normal condition. 0.0033 0.002075 0.0136 0.005 (continuation) Determine the nominal moment capacity 238.25 kN-m 223.73 kN-m 128.875 kN-m 250.38 kN-m
SITUATION. The section of the beam at support is as shown below, fc' =28 MPa, fy = 415 MPa. Effective cover is 70 mm. = 800 mm- 100 mm 4- 28 mm o 250 mm 2- 28 mm o -250 mm Determine the depth of compression block. 220 mm 113 mm 85.89 mm 101.052 mm
Transcribed Image Text:SITUATION. The section of the beam at support is as shown below, fc' =28 MPa, fy = 415 MPa. Effective cover is 70 mm. = 800 mm- 100 mm 4- 28 mm o 250 mm 2- 28 mm o -250 mm Determine the depth of compression block. 220 mm 113 mm 85.89 mm 101.052 mm
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