Find the upward deflection at the tip for the frame and loading below. Use P = 8 kips, a = 12 ft, b = 12 ft, E = 29,000 ksi, lAB = 80 in4, and IBc = 150 in4. Provide your answer in inches to three decimal places. you will see different numerical values for the same problem. EIAG EI Bc a
Find the upward deflection at the tip for the frame and loading below. Use P = 8 kips, a = 12 ft, b = 12 ft, E = 29,000 ksi, lAB = 80 in4, and IBc = 150 in4. Provide your answer in inches to three decimal places. you will see different numerical values for the same problem. EIAG EI Bc a
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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