A rigid frame ABC is formed by welding two steel pipes at B (see figure). Each pipe has a cross-sectional area A =11.31 X 10³ mm², a moment of inertia I = 46.37 3106 mm⁴, and an outside diameter d = 200 mm. Find the maximum tensile and compressive stresses σ_t and σ_c, respectively, in the frame due to the load P = 8.0 kN if L = H =1.4 m.

Transcribed Image Text:

A d dok -L- B P -L- d C H