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FAR = 5.56 kN tension 80 kN FAE = 75.56 kN tension %3D FBC = 4.45 kN tension FBE = 3.34 kN compression FcD = 88.87 kN compression 1m 1m 1m FCE = 5.57 kN tension Fer = 50 kN tension FDr = 71.11 kN tension 50 kN FFE = 71.11 kN tension 0.75 m

FAR = 5.56 kN tension 80 kN FAE = 75.56 kN tension %3D FBC = 4.45 kN tension FBE = 3.34 kN compression FcD = 88.87 kN compression 1m 1m 1m FCE = 5.57 kN tension Fer = 50 kN tension FDr = 71.11 kN tension 50 kN FFE = 71.11 kN tension 0.75 m

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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FAR = 5.56 kN tension 80 kN FAE = 75.56 kN tension %3D FBC = 4.45 kN tension FBE = 3.34 kN compression FcD = 88.87 kN compression 1m 1m 1m FCE = 5.57 kN tension Fer = 50 kN tension FDr = 71.11 kN tension 50 kN FFE = 71.11 kN tension 0.75 m
Transcribed Image Text:FAR = 5.56 kN tension 80 kN FAE = 75.56 kN tension %3D FBC = 4.45 kN tension FBE = 3.34 kN compression FcD = 88.87 kN compression 1m 1m 1m FCE = 5.57 kN tension Fer = 50 kN tension FDr = 71.11 kN tension 50 kN FFE = 71.11 kN tension 0.75 m
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