2 of 2 1/2 4. Determine the reactions (B, C and E) and draw the shear and bending moment diagrams for the beams shown in
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2 of 2 1/2 4. Determine the reactions (B, C and E) and draw the shear and bending moment diagrams for the beams shown in
2 of 2 1/2 4. Determine the reactions (B, C and E) and draw the shear and bending moment diagrams for the beams shown in Figure 4 by using the slope-deflection method. (15%) 160KN 15kN/m 30kN/m E 3m 6m B 3m 3m EI= constant Figure 4. D
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