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Situation 3: Using transformed area, what allowable uniform load can this beam support in addition to its own weight for The inside a 8.5 simple span. Concrete weight = 23.6 kN/m3, fs = 165.5 MPa, and fc = 12.5 MPa. Use f'c = 28 MPa polygon is hollow area. 150 200 150 800 mm 5-32 mm DOO 100 200 400 100

Situation 3: Using transformed area, what allowable uniform load can this beam support in addition to its own weight for The inside a 8.5 simple span. Concrete weight = 23.6 kN/m3, fs = 165.5 MPa, and fc = 12.5 MPa. Use f'c = 28 MPa polygon is hollow area. 150 200 150 800 mm 5-32 mm DOO 100 200 400 100

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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please answer situation 3 only

Situation 3: Using transformed area, what allowable uniform load can this beam support in addition to its own weight for The inside a 8.5 simple span. Concrete weight = 23.6 kN/m3, fs = 165.5 MPa, and fc = 12.5 MPa. Use f'c = 28 MPa polygon is hollow area. 150 200 150 200 800 mm 400 5-32 mm 100 4. What condition/design will you consider in designing of beams and Why?' 100
Transcribed Image Text:Situation 3: Using transformed area, what allowable uniform load can this beam support in addition to its own weight for The inside a 8.5 simple span. Concrete weight = 23.6 kN/m3, fs = 165.5 MPa, and fc = 12.5 MPa. Use f'c = 28 MPa polygon is hollow area. 150 200 150 200 800 mm 400 5-32 mm 100 4. What condition/design will you consider in designing of beams and Why?' 100
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