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Problem 2: Calculation of Support Reactions One frame of a single-story gable-roofed structure is shown below with distributed loads due to wind. The supports at A and E are fixed, and hinges are present at joints B, C, and D. Determine the support reactions at A and E considering the wind load shown 1.5 kip/ft 1.5 kip/ft 9 ft 12 ft 2.8 kip/ftB 1.5 kip/ft 12 ft -30 ft

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