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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Pressure and Stress

Question

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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