SITUATION. A uniform live load of 16 kN/m and a single concentrated live force of 34 kN are placed on the top beams. If the beams also support a uniform dead load of 3 kN/m, determine A B C D 4m 4m 10. Maximum reaction at B B. 192 4m C. 145 D. 154 11. Maximum positive shear at point C in KN A. 219 A. 56 A. 196 B. 49 B. 169 C. 36 D. 27 12. Maximum positive moment at point C in KN-m. C. 175 D. 157
SITUATION. A uniform live load of 16 kN/m and a single concentrated live force of 34 kN are placed on the top beams. If the beams also support a uniform dead load of 3 kN/m, determine A B C D 4m 4m 10. Maximum reaction at B B. 192 4m C. 145 D. 154 11. Maximum positive shear at point C in KN A. 219 A. 56 A. 196 B. 49 B. 169 C. 36 D. 27 12. Maximum positive moment at point C in KN-m. C. 175 D. 157
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 2P
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SITUATION. A uniform live load of 16 kN/m and a single concentrated live force of 34 kN are placed on the top beams. If the beams also support a uniform dead load of 3 kN/m, determine
Transcribed Image Text:SITUATION. A uniform live load of 16 kN/m and a single
concentrated live force of 34 kN are placed on the top
beams. If the beams also support a uniform dead load of
3 kN/m, determine
A
B
C
D
4m
4m
10. Maximum reaction at B
B. 192
4m
C. 145
D. 154
11. Maximum positive shear at point C in KN
A. 219
A. 56
A. 196
B. 49
B. 169
C. 36
D. 27
12. Maximum positive moment at point C in KN-m.
C. 175 D. 157
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