Q.1/The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is applied. The connection at A is a pin, and AB is supported on the steel rod BE and the copper rod CF. The length of BE & CF is 250 mm. The cross sectional area of CF is 400 mm, the area of BE is 200 mm. Determine the stress in each of the vertical rods. The weights of all bars are negligible. For copper E=120 GPa, for steel E=200 GPa. 200 KN 500 mm 1500 mm 250 mm steel соррer

Q.1/The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is applied. The connection at A is a pin, and AB is supported on the steel rod BE and the copper rod CF. The length of BE & CF is 250 mm. The cross sectional area of CF is 400 mm, the area of BE is 200 mm. Determine the stress in each of the vertical rods. The weights of all bars are negligible. For copper E=120 GPa, for steel E=200 GPa. 200 KN 500 mm 1500 mm 250 mm steel соррer

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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Q.1//The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is applied. The connection at A is a pin, and AB is supported on the steel rod BE and the copper rod CF. The length of BE & CF is 250 mm. The cross sectional area of CF is 400 mm', the area of BE is 200 mm. Determine the stress in each of the vertical rods . The weights of all bars are negligible. For copper E=120 GPa, for steel E=200 GPa. 200 KN B. 1.5 m 500 mm 11500 mm 250 mm steel сорper
Q.1//The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is applied. The connection at A is a pin, and AB is supported on the steel rod BE and the copper rod CF. The length of BE & CF is 250 mm. The cross sectional area of CF is 400 mm, the area of BE is 200 mm. тт. Determine the stress in each of the vertical rods. The weights of all bars are negligible. For copper E=120 GPa, for steel E=200 GPa. 200 KN A• D 1.5 m 500 mm 1500 mm 250 mm steel copper
Q.1//The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is applied. The connection at A is a pin, and AB is supported on the steel rod BE and the copper rod CF. The length of BE & CF is 250 mm. The cross sectional area of CF is 400 mm, the area of BE is 200 mm'. Determine the stress in each of the vertical rods . The weights of all bars are negligible. For copper E=120 GPa, for steel E=200 GPa. 200 KN A 1.5 m 500 mm 500 mn 250 mm steel сорper
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