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2) Using the slope deflection method, determine the support moments, reactions at the external supports, and then draw to scale the shear force and

2) Using the slope deflection method, determine the support moments, reactions at the external supports, and then draw to scale the shear force and bending moment for the unbraced-frame shown in Figure 2. 100 KN E = constant 37.5 kN/m 2/ 8 m Figure 2 B 1 6 m

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