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solve the following for forces and displacement at each of the nodes. where F is 500lb. M is 70 ft.lb; W is 8000 lb/ft w lb/ft 2 M 15 ft 10 ft E = 30 x 10 psi A=5 in.? 1= 200 in. 45°

solve the following for forces and displacement at each of the nodes. where F is 500lb. M is 70 ft.lb; W is 8000 lb/ft w lb/ft 2 M 15 ft 10 ft E = 30 x 10 psi A=5 in.? 1= 200 in. 45°

Mechanics of Materials (MindTap Course List)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.2.21P: Solve the preceding problem for the following data: b = 8.0 in., k = 16 lb/in., a = 45°, and P = 10...
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solve the following for forces and displacement at each of the nodes. where F is 500lb. M is 70 ft.lb; W is 8000 Ib/ft W lb/ft 15 ft 10 ft E= 30 x 10 psi A=5 in.? 1= 200 in. 45° F
Transcribed Image Text:solve the following for forces and displacement at each of the nodes. where F is 500lb. M is 70 ft.lb; W is 8000 Ib/ft W lb/ft 15 ft 10 ft E= 30 x 10 psi A=5 in.? 1= 200 in. 45° F
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