For the frame below, determine the horizontal displacement of support B (only consider flexural (i.e., bending)...
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For the frame below, determine the horizontal displacement of support B (only consider flexural (i.e., bending) behavior and ignore axial and shear deformations). Points C and D are fixed connections. Use a = 12 ft, b = 8 ft, P = 1 kip, and f = 100 lb/ft. All members are W14x34 (I = 340 in*) and steel (E = 29,000 ksi). b a Bonus (up to 5 Pts): consider both axial and flexural deformations in problem For W14x34, A 10 in². = This optional question has up to 5 Pts, but the overall grade for the HW cannot be more than 100. For the frame below, determine the horizontal displacement of support B (only consider flexural (i.e., bending) behavior and ignore axial and shear deformations). Points C and D are fixed connections. Use a = 12 ft, b = 8 ft, P = 1 kip, and f = 100 lb/ft. All members are W14x34 (I = 340 in*) and steel (E = 29,000 ksi). b a Bonus (up to 5 Pts): consider both axial and flexural deformations in problem For W14x34, A 10 in². = This optional question has up to 5 Pts, but the overall grade for the HW cannot be more than 100.
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