Assuming the structure does not deform out-of-plane, and that none of the members buckle, find the force and stress that each member named in the table below carries and the change in length of each of those members if they are composed of structural steel.

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Assuming the structure does not deform out-of-plane, and that none of the members buckle, find the force and stress that each member named in the table below carries and the change in length of each of those members if they are composed of structural steel.

a b c d h F1F1 θθ F2F2 ϕϕ
1.9 m 3.4 m 2.4 m 5.2 m 9.5 m 6 kN 54 deg 6.7 kN 23 deg

Members:
(Denote tension forces, tensile stresses, and elongations with positive values; compressive forces, compressive stresses and compactions with negative values.)

Member Cross-
Sectional
Area
(mm2)(mm2)		 Force Stress Change in
Length
BCBC 260
BPBP 200
PQPQ 260
PCPC 200
CDCD 260
DPDP 200
NPNP 260

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