Fach har of the simple truss shown in Fig. 6.5e has cross-sectional area A, = 1 in.³, 10 /2 in., and P-10,000 lb. and modulus of elasticity F 10(10) psi; ir Calculate the horizontal deflection &, of joint C. P C B
Fach har of the simple truss shown in Fig. 6.5e has cross-sectional area A, = 1 in.³, 10 /2 in., and P-10,000 lb. and modulus of elasticity F 10(10) psi; ir Calculate the horizontal deflection &, of joint C. P C B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Fach har of the simple truss shown in Fig. 6.5e has cross-sectional area A, = 1 in.³,
10 /2 in., and P-10,000 lb.
and modulus of elasticity F 10(10) psi; ir
Calculate the horizontal deflection &, of joint C.
P
C
B
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