(PROBLEM 2) A three-member frame ABCD is loaded with ultimate gravity and lateral loads as shown in the figure. The compressive strength of concrete=21MPa, fy=415 MPa, beam width=300mm, beam height=600mm, main bar diameter-28mm, concrete cover-40mm, and stirrups diameter=10mm. Calculate the stress of compression reinforcement in the final section in MPa.

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.1P
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Wu-100 kN/m
6 m
4 m
D
Question 10
(PROBLEM 2) A three-member frame ABCD is loaded with ultimate gravity and lateral loads as shown in the
figure. The compressive strength of concrete=21MPa, fy=415 MPa, beam width=300mm, beam height=600mm,
main bar diameter=28mm, concrete cover=40mm, and stirrups diameter=10mm. Calculate the stress of
compression reinforcement in the final section in MPa.
B
4 m
A
mwm.
Pu=115 kN
Transcribed Image Text:Wu-100 kN/m 6 m 4 m D Question 10 (PROBLEM 2) A three-member frame ABCD is loaded with ultimate gravity and lateral loads as shown in the figure. The compressive strength of concrete=21MPa, fy=415 MPa, beam width=300mm, beam height=600mm, main bar diameter=28mm, concrete cover=40mm, and stirrups diameter=10mm. Calculate the stress of compression reinforcement in the final section in MPa. B 4 m A mwm. Pu=115 kN
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