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PID = A = C= 7 D= 0 E= 9 F = NOTE: Use extra pages if required. Submit through canvas as a single pdf file. 40+E= 5870944 Rpx 1. (40%) Find the reaction forces RP, RP, RTX and RT for a simply supported beam provided in figure below. kips 30° 16+A= RPy 5 B = 8 3+F= ft. ft. 3+G= 18+ B = ft. ft. 30+A= R 15+ C = kips/ft. ft. 10+D= G = 4 ft. RTY RTX
2. (60%) A structural steel beam supports a roof that weighs (45+A = the weight of the beam). An analysis of the loads found the following: S = (27+B = psf., L₁= (27+C = _) psf. and W = (32+D =¸ _) psf. (upwards) or (23+E = _) psf. (including psf. (downwards). If the beams are spaced (8 ft. and Fin. = the factored uniformly distributed load per foot (upward and downward, if appropriate) for which each beam should be designed. If the length of the beam is (13+G = ) ft. and is simply supported, determine the magnitude and location of maximum shear force and moment. Use recommended LRFD expression from the AISC. apart, determine