Answer:
7.48 Kip
Explanation:
Properties of steel
Young’s modulus is 29000 Ksi
[tex]\alpha=6.5*10^{-6}[/tex]
Point load for simply supported beam is given by
[tex]V_c=\frac {pl^{3}}{48EI}[/tex] where P is the point load, l is the length, I is moment of inertia
Taking length as 10 ft hence converted to inches we have 10*12=120 in
[tex]V_c=\frac {F_{CD}*120^{3}}{48*29000*475}=0.002613F_{CD}[/tex]
The change in length due to axial load is given by
[tex]\delta_f=\frac {PL}{AE}=\frac {F_{CD}*50}{0.25\pi (0.75)^{2}*29000}=0.003903F_{CD}[/tex]
Deflection due to temperature stress is given by
[tex]\delta_T=\alpha \triangle TL=6.5*10^{-6}*150*50[/tex] where L is the length of the rod, taken as 50 inches
[tex]\delta_T=0.04875 in[/tex]
[tex]0.002613F_{CD}=0.04875+(-0.003903F)[/tex]
[tex]F_{CD}=7.48 kip[/tex]