Situation 3: A6 m long fix-ended concrete beam has a width of 310 mm and an overall depth of 480 mm. The beam is reinforced with 4-28 mm diameter bars at the bottom and 2-28 mm bars on top. Steel cover measure from the center of the bar is 70 mm. f'c- 28 Mpa and fy-415 Mpa. Total dead load including beam weight is 22 kN/m. Assuming the analysis is Doubly-reinforced beam. 7. Determine the depth of compression block in mm. 8. Determine design ultimate moment of the section if reduction factor is 0.90. 9. Determine the additional concentrated live load can carry at the midspan.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 3:
A6 m long fix-ended concrete beam has a width of
310 mm and an overall depth of 480 mm. The
beam is reinforced with 4-28 mm diameter bars at
the bottom and 2-28 mm bars on top. Steel cover
measure from the center of the bar is 70 mm. f'e-
28 Mpa and fy-415 Mpa. Total dead load
including beam weight is 22 kN/m. Assuming the
analysis is Doubly-reinforced beam.
7. Determine the depth of compression block in
mm.
8. Determine design ultimate moment of the
section if reduction factor is 0.90.
9. Determine the additional concentrated live load
can carry at the midspan.
Transcribed Image Text:Situation 3: A6 m long fix-ended concrete beam has a width of 310 mm and an overall depth of 480 mm. The beam is reinforced with 4-28 mm diameter bars at the bottom and 2-28 mm bars on top. Steel cover measure from the center of the bar is 70 mm. f'e- 28 Mpa and fy-415 Mpa. Total dead load including beam weight is 22 kN/m. Assuming the analysis is Doubly-reinforced beam. 7. Determine the depth of compression block in mm. 8. Determine design ultimate moment of the section if reduction factor is 0.90. 9. Determine the additional concentrated live load can carry at the midspan.
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