A 6 m long simple span beam with a depth of 500 mm and width of 300 mm. If the following loads and material properties are given: DL = 10 kN/m fc' = 30 MPa LL =18 kN/m fy= 390 MPa a. Determine the factored moment carried by the beam. b. Determine the approximate flexural resistance factor. c. Determine the number of 36 mm ø bars needed for the beam.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SUBJECT IS PRINCIPLES OF REINFORCED/ PRESTRESSED CONCRETE
MUST COMPLETE AND DETAILED SOLUTIONS
USED 3 DECIMALS FOR THE FINAL ANSWERS
A 6 m long simple span beam with a depth of 500 mm and width of 300 mm. If the following loads
and material properties are given:
LL =18 kN/m
DL = 10 kN/m
fc' = 30 MPa
fy = 390 MPa
a. Determine the factored moment carried by the beam.
b. Determine the approximate flexural resistance factor.
c. Determine the number of 36 mm ø bars needed for the beam.
Transcribed Image Text:SUBJECT IS PRINCIPLES OF REINFORCED/ PRESTRESSED CONCRETE MUST COMPLETE AND DETAILED SOLUTIONS USED 3 DECIMALS FOR THE FINAL ANSWERS A 6 m long simple span beam with a depth of 500 mm and width of 300 mm. If the following loads and material properties are given: LL =18 kN/m DL = 10 kN/m fc' = 30 MPa fy = 390 MPa a. Determine the factored moment carried by the beam. b. Determine the approximate flexural resistance factor. c. Determine the number of 36 mm ø bars needed for the beam.
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