SITUATION B: The beam is to carry an Ultimate Moment of 580 kN-m, geometrical property of the beam are the following: width of the beam = 350 mm, total height of the beam = 670 mm , steel cover = 50mm. Use concrete strength f'c=21 MPa, steel yield strength fy = 415 MPa and Ø = 0.877 %3D 5. What is the depth of the rectangular compression block in mm?

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.11P
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SITUATION B: The beam is to carry an Ultimate Moment of 580 kN-m, geometrical
property of the beam are the following: width of the beam = 350 mm, total height of
the beam = 670 mm , steel cover = 50mm. Use concrete strength f'c=21 MPa, steel
yield strength fy = 415 MPa and Ø = 0.877
%3D
%3D
5. What is the depth of the rectangular compression block in mm?
Transcribed Image Text:SITUATION B: The beam is to carry an Ultimate Moment of 580 kN-m, geometrical property of the beam are the following: width of the beam = 350 mm, total height of the beam = 670 mm , steel cover = 50mm. Use concrete strength f'c=21 MPa, steel yield strength fy = 415 MPa and Ø = 0.877 %3D %3D 5. What is the depth of the rectangular compression block in mm?
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