SITUATION 9: Reinforced concrete beams having width of 300 mm and overall depth of 600 mm are spaced 2.50 m on centers and support a slab of thickness 100 mm. The slab carries a superimposed dead load of 3 kPa (including floor finish, ceiling, fixtures, etc.) and live load of 4.80 kPa. The columns E and H are omitted such that the girder BEHK supports the beams DEF at E and GHI at H. Assume specific gravity of concrete is 2.40. B₁ 2.50 m El 2.50 m 2.50 m 6.00 m 6.00 m 28. Which of the following most nearly gives the factored load induced by beam DEF at E in girder BEHK? a. 354.79 kN b. 298.56 kN c. 253.87 kN d. 264.51 kN 29. Which of the following most nearly gives the factored load induced by beam GHI at H in girder BEHK? a. 354.79 kN b. 298.56 kN c. 264.51 kN d. 253.87 kN H LL F

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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30. Which of the following most nearly gives the maximum positive moment in girder BEHK assuming full
fixity at B and K?
a. 440.85 kN-m
b. 220.42 kN-m
c. 374.37 kN-m
d. 594.64 kN-m
Transcribed Image Text:30. Which of the following most nearly gives the maximum positive moment in girder BEHK assuming full fixity at B and K? a. 440.85 kN-m b. 220.42 kN-m c. 374.37 kN-m d. 594.64 kN-m
SITUATION 9: Reinforced concrete beams having width of 300 mm and overall depth of 600 mm are spaced
2.50 m on centers and support a slab of thickness 100 mm. The slab carries a superimposed dead load of 3 kPa
(including floor finish, ceiling, fixtures, etc.) and live load of 4.80 kPa. The columns E and H are omitted such
that the girder BEHK supports the beams DEF at E and GHI at H. Assume specific gravity of concrete is 2.40.
B₁
2.50 m
El
2.50 m
2.50 m
6.00 m
6.00 m
28. Which of the following most nearly gives the factored load induced by beam DEF at E in girder BEHK?
a. 354.79 kN
b. 298.56 kN
c. 253.87 kN
d. 264.51 kN
29. Which of the following most nearly gives the factored load induced by beam GHI at H in girder BEHK?
a. 354.79 kN
b. 298.56 kN
c. 264.51 kN
d. 253.87 kN
H
LL
F
Transcribed Image Text:SITUATION 9: Reinforced concrete beams having width of 300 mm and overall depth of 600 mm are spaced 2.50 m on centers and support a slab of thickness 100 mm. The slab carries a superimposed dead load of 3 kPa (including floor finish, ceiling, fixtures, etc.) and live load of 4.80 kPa. The columns E and H are omitted such that the girder BEHK supports the beams DEF at E and GHI at H. Assume specific gravity of concrete is 2.40. B₁ 2.50 m El 2.50 m 2.50 m 6.00 m 6.00 m 28. Which of the following most nearly gives the factored load induced by beam DEF at E in girder BEHK? a. 354.79 kN b. 298.56 kN c. 253.87 kN d. 264.51 kN 29. Which of the following most nearly gives the factored load induced by beam GHI at H in girder BEHK? a. 354.79 kN b. 298.56 kN c. 264.51 kN d. 253.87 kN H LL F
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