1. Analyze the frame shown in Figure 1 by Slope deflection method. Draw the shear force and bending moment diagram. 40kN/m 21 B с 4m 60LN 21 I 3m Figure 1 2m A 4m D 2. Analyze the frame shown in Figure 2 by Moment distribution method Draw the shear force and bending moment diagram 30kN/m 2m 60LN 4m 2m С B 2m 30_N 2m Figure 2 D P77 3. Determine the slope at C and deflection at D of the propped cantilever with an internal hinge at B using conjugate beam method (Figure 3). E=200GPa I=1.6x10mm 104Nm B Figures At ΕΙ 2ΕΙ 2ΕΙ D 5m 10m Sm 4. What is the static and kinematic indeterminacy of the beam shown in Figure 4?. Determine the fixed end moments developed at the ends and draw BMD of the beam 8 Nm SEN m B UU Figure 21 21 2m 4m 2m
1. Analyze the frame shown in Figure 1 by Slope deflection method. Draw the shear force and bending moment diagram. 40kN
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1. Analyze the frame shown in Figure 1 by Slope deflection method. Draw the shear force and bending moment diagram. 40kN
1. Analyze the frame shown in Figure 1 by Slope deflection method. Draw the shear force and bending moment diagram. 40kN/m 21 B с 4m 60LN 21 I 3m Figure 1 2m A 4m D 2. Analyze the frame shown in Figure 2 by Moment distribution method Draw the shear force and bending moment diagram 30kN/m 2m 60LN 4m 2m С B 2m 30_N 2m Figure 2 D P77 3. Determine the slope at C and deflection at D of the propped cantilever with an internal hinge at B using conjugate beam method (Figure 3). E=200GPa I=1.6x10mm 104Nm B Figures At ΕΙ 2ΕΙ 2ΕΙ D 5m 10m Sm 4. What is the static and kinematic indeterminacy of the beam shown in Figure 4?. Determine the fixed end moments developed at the ends and draw BMD of the beam 8 Nm SEN m B UU Figure 21 21 2m 4m 2m