The rigid member is held in the position show by three steel tie rods. Each rod has an unstretched length of 0.75mm and a cross?sectional area of 125 mm2. Find the forces in the rods if the turnbuckle on rod EF undergoes one full turn. The lead of the screw is 1.75 mm (the lead of the screw would cause the rod to shorten (when unloaded) by 1.75 mm when the turnbuckle is rotated 1 revolution. Esteel 200 GPa. USE THE FORCE METHOD TO SOLVE =

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
The rigid member is held in the position show by three steel
tie rods. Each rod has an unstretched length of 0.75mm and
a cross?sectional area of 125 mm2. Find the forces in the
rods if the turnbuckle on rod EF undergoes one full turn.
The lead of the screw is 1.75 mm (the lead of the screw
would cause the rod to shorten (when unloaded) by 1.75
mm when the turnbuckle is rotated 1 revolution. Esteel:
200 GPa. USE THE FORCE METHOD TO SOLVE
0.75 m
B
A-0.5 m
-0.5 m-C
0.75 m
What is the force in member EF?
What is the force in member AB?
=
Transcribed Image Text:The rigid member is held in the position show by three steel tie rods. Each rod has an unstretched length of 0.75mm and a cross?sectional area of 125 mm2. Find the forces in the rods if the turnbuckle on rod EF undergoes one full turn. The lead of the screw is 1.75 mm (the lead of the screw would cause the rod to shorten (when unloaded) by 1.75 mm when the turnbuckle is rotated 1 revolution. Esteel: 200 GPa. USE THE FORCE METHOD TO SOLVE 0.75 m B A-0.5 m -0.5 m-C 0.75 m What is the force in member EF? What is the force in member AB? =
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