SITUATION D. A reinforced concrete beam has a width of 400mm and an effective depth of 600mm. It is reinforced for tension with 4-28mm rebars. F'c = 20.7MP and Fy = 414.6MPa. 7. Determine the ultimate moment capacity. a 484.76KN.m b. 448.67KN.m 8. Determine the percent increase in ultimate b. 34.4% a. 25.1% c. 487.46KN.m d. 446.87KN.m moment if depth is increase to 700mm. c. 18.98% 15.68%

Structural Analysis
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Chapter2: Loads On Structures
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A reinforced concrete beam has a width of 400mm and an effective depth of 600mm. It is reinforced for tension with 4-28mm rebars. F'c = 20.7MP and Fy = 414.6MPa. 7. Determine the ultimate moment capacity. a 484.76KN.m b. 448.67KN.m 8. Determine the percent increase in ultimate b. 34.4% a. 25.1% c. 487.46KN.m d. 446.87KN.m moment if depth is increase to 700mm. c. 18.98% 15.68%

SITUATION D. A reinforced concrete beam has a width of 400mm and an effective depth of
600mm. It is reinforced for tension with 4-28mm rebars. F'c = 20.7MP and Fy = 414.6MPa.
7. Determine the ultimate moment capacity.
a 484.76KN.m b. 448.67KN.m
8. Determine the percent increase in ultimate
b. 34.4%
a. 25.1%
c. 487.46KN.m d. 446.87KN.m
moment if depth is increase to 700mm.
c. 18.98%
15.68%
Transcribed Image Text:SITUATION D. A reinforced concrete beam has a width of 400mm and an effective depth of 600mm. It is reinforced for tension with 4-28mm rebars. F'c = 20.7MP and Fy = 414.6MPa. 7. Determine the ultimate moment capacity. a 484.76KN.m b. 448.67KN.m 8. Determine the percent increase in ultimate b. 34.4% a. 25.1% c. 487.46KN.m d. 446.87KN.m moment if depth is increase to 700mm. c. 18.98% 15.68%
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