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beam from the exterior balcony of a house is shown in the figure. etermine the following (f'c = 28.5 MPa and fy = 415 MPa) using all the SCP provisions. Note: spacing requirements should be according to the ger bar. (From Design of SRB topic). %3D %3D Depth of Tension zone Actual Tension Steel Stress The net tensile strain The ultimate moment capacity of the beam

beam from the exterior balcony of a house is shown in the figure. etermine the following (f'c = 28.5 MPa and fy = 415 MPa) using all the SCP provisions. Note: spacing requirements should be according to the ger bar. (From Design of SRB topic). %3D %3D Depth of Tension zone Actual Tension Steel Stress The net tensile strain The ultimate moment capacity of the beam

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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A beam from the exterior balcony of a house is shown in the figure. Determine the following (f'c = 28.5 MPa and fy = 415 MPa) using all the NSCP provisions. Note: spacing requirements should be according to the larger bar. (From Design of SRB topic). a. Depth of Tension zone b. Actual Tension Steel Stress c. The net tensile strain d. The ultimate moment capacity of the beam 550 mm 2-020 mm, 1-025 mm Ø12 mm Stirrups 2-025 mm, 1-028 mm Ø10 mm Stirrups 300 mm
Transcribed Image Text:A beam from the exterior balcony of a house is shown in the figure. Determine the following (f'c = 28.5 MPa and fy = 415 MPa) using all the NSCP provisions. Note: spacing requirements should be according to the larger bar. (From Design of SRB topic). a. Depth of Tension zone b. Actual Tension Steel Stress c. The net tensile strain d. The ultimate moment capacity of the beam 550 mm 2-020 mm, 1-025 mm Ø12 mm Stirrups 2-025 mm, 1-028 mm Ø10 mm Stirrups 300 mm
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