Draw the shear and bending moment diagram for the beam shown. Ay=5.12 kips acting upward and By = 49.6 kips acting upwar
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Draw the shear and bending moment diagram for the beam shown. Ay=5.12 kips acting upward and By = 49.6 kips acting upwar
Draw the shear and bending moment diagram for the beam shown. Ay=5.12 kips acting upward and By = 49.6 kips acting upward. Be sure to label key points on each diagram. 35 k 3 k/ft B A 10' 3 4' 45°
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