200 lb 600 lb 300 lb F E D oco 6 ft A C B 8 ft 8 ft- Probs. 7–7/8

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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Question

Determine (approximately) the force in each member of the truss. Assume the diagonals can support either a tensile or compressive force.

200 lb
600 lb
300 lb
F
E
D
oco
6 ft
A
C
B
8 ft
8 ft-
Probs. 7–7/8
Transcribed Image Text:200 lb 600 lb 300 lb F E D oco 6 ft A C B 8 ft 8 ft- Probs. 7–7/8
Expert Solution
Step 1

Support reactions:taking sum of moments about A is zero:MA=0Cy×16-600×8-300×16=0Cy=600×8+200×1616Cy=500 lbMC=0600×8+200×16-AY×6=0AY=1333.33 lbFX=0Ax=0

Step 2

Method of sections:

Fy=0Ay-200-2F1sin(45)=01333-200-2F1sin(45)=0F1=801 lbTherefore,FBF=801 lb(T)FAE=801 lb(C)MA=0FEF×8-801cos(45)×8=0FEF=212.4 lb(C)MF=0FAB×8-801cos(45)×8=0FAB=212.4 lb(T)

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