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 =

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

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