force diagram as shown. The maximum positive moment in the beam is: 60 kN 50 kN D 1.5 m15 m Im1m D 52 kN (67.6) E B x= 26 m -8 kN -58 kN

Structural Analysis
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Chapter2: Loads On Structures
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For the beam shown with the shear
force diagram as shown. The
maximum positive moment in the
beam is:
60 kN
50 kN
A-1.5 m+ 1.5 m
1 m
1m ID
V
52 kN
(67.6)
E
B
Ic
A
I= 2.6 m
-8 kN
-58 kN
Select one:
O a. 52.0 kN.m
O b. 76.6 kN.m
O c. 67.6 kN.m
O d. 60.0 kN.m
Transcribed Image Text:Searching . 12:32 PM © 69% 4 Not Secure - s3.ebalqa.courses For the beam shown with the shear force diagram as shown. The maximum positive moment in the beam is: 60 kN 50 kN A-1.5 m+ 1.5 m 1 m 1m ID V 52 kN (67.6) E B Ic A I= 2.6 m -8 kN -58 kN Select one: O a. 52.0 kN.m O b. 76.6 kN.m O c. 67.6 kN.m O d. 60.0 kN.m
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