What are the internal forces F1 and F2 in rods (1) and (2), respectively? Use the sign convention for internal axial forces. in kN (b) Determine the cross-sectional area for the rods. in mm^2 (c) If there were no temperature change, what would be the elongations δ1,P and δ2,P of rods (1) and (2), respectively, due to the load P? in mm
(a) What are the internal forces F1 and F2 in rods (1) and (2), respectively? Use the sign convention for internal axial forces. in kN
(b) Determine the cross-sectional area for the rods. in mm^2
(c) If there were no temperature change, what would be the elongations δ1,P and δ2,P of rods (1) and (2), respectively, due to the load P? in mm
(d) If there were no temperature change, what would be the magnitude of the horizontal deflection at end C of the compound rod due to load P?
(e) Compute the change in temperature required to produce zero horizontal deflection at end C of the compound rod. Enter a positive value for a temperature increase, or a negative value for a temperature decrease. in degrees celcius
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(d) If there were no temperature change, what would be the magnitude of the horizontal deflection at end C of the compound rod due to load P?
(e) Compute the change in temperature required to produce zero horizontal deflection at end C of the compound rod. Enter a positive value for a temperature increase, or a negative value for a temperature decrease. in degrees celcius