B B 200 KN (5000) 4. Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as
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B B 200 KN (5000) 4. Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as
B B 200 KN (5000) 4. Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as shown. The areas in mm2 are shown in parenthesis. E = 200 GPa for all members. D (3500) 3 m (5000) (5000) (5000) (3500) E (3500) 3 m 3 m
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