= == 1 in.2, 10,000 lb. Each bar of the simple truss shown in Fig. 6.5a has cross-sectional area A; and modulus of elasticity E 10(106) psi; a = 10 √2 in., and P Calculate the horizontal deflection 8, of joint C. = Aα C P a a B
= == 1 in.2, 10,000 lb. Each bar of the simple truss shown in Fig. 6.5a has cross-sectional area A; and modulus of elasticity E 10(106) psi; a = 10 √2 in., and P Calculate the horizontal deflection 8, of joint C. = Aα C P a a B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:=
== 1 in.2,
10,000 lb.
Each bar of the simple truss shown in Fig. 6.5a has cross-sectional area A;
and modulus of elasticity E 10(106) psi; a = 10 √2 in., and P
Calculate the horizontal deflection 8, of joint C.
=
Aα
C
P
a
a
B
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