13SD MM350 MBERB350.00 mm40 kN350.00 tom5 kN350.00.ramS600 MM200.001,900 AM1,600 am1,600.00Compute the axial load in AB and the reaction force in pin C50 kN

Applying Equilbrium Condition to solve problem. Summation of all forces in x and y direction must be…

Answered: 1 3SD MM 350 M 350.00 mm 40 kN 350.00…

1 3SD MM 350 M 350.00 mm 40 kN 350.00 tom 5 kN 350.00.ram S600 MM 200.00 m 1,900 AM 1.GOD am 1,600.00 Compute the axial load in AB and the reaction force in pin C 50 kN

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

1
3SD MM
350 M
BERB
350.00 mm
40 kN
350.00 tom
5 kN
350.00.ram
S600 MM
200.00
1,900 AM
1,600 am
1,600.00
Compute the axial load in AB and the reaction force in pin C
50 kN

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