Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- The bar is snugly fit between points C and A before the loading is applied at Collar B. Assume E = 200 GPa for the steel. The circular bars in the assembly are solid. The bars are solid with a diameter of 15 mm. Assume a fixed rigid support at C and A. A C В 6 kN 3 m 2 m A) Show the FBD and compatibility equation for this problem. B) Determine the support reactions at A and C. (Horizontal forces only) Left side: Fc = Right side: FA =arrow_forward2. The scoop holds a 2,000 N weight concentrated at G. If all links are in duplicate, determine the vertical reaction at joint K (Fxy). Note that HL is connected to the truck body and LKJ is a single member. -320 mm 260 mm B 180 mm 100 mm D 160 mm K 1040 mm 380 mm |200 mm 1120 mm Answer: FKy = 403.3613 N ↑arrow_forward
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