Wu-100 kN/m 6 m 4 m D A Question 6 (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 maximum negative moment in beam BC in kN.m. B 4 m Pu=115 KN

Structural Analysis
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Chapter2: Loads On Structures
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Wu-100 kN/m
6 m
4 m
D
A
mmm.
Question 6
(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 maximum negative
moment in beam BC in kN.m.
B
4 m
Pu=115 KN
Transcribed Image Text:Wu-100 kN/m 6 m 4 m D A mmm. Question 6 (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 maximum negative moment in beam BC in kN.m. B 4 m Pu=115 KN
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