and the support settlements of 50 mm at B and 25 mm at C. 100 kN 100 kN В E C D 6 m+ 6m- 9 n 6 m 21 E = = constant FIG. P16.3 25 kN/m A 8 m- 8 m E = 70 GPa I = 1,300 (106) mm4 FIG. P16.4, P16.7 50...

Determine the reactions and draw the shear and bending moment diagrams for the beams shown by using the slope deflection method. PLEASE REFER TO FIG. P16.3

Extracted text: and the support settlements of 50 mm at B and 25 mm at C. 100 kN 100 kN В E C D 6 m+ 6m- 9 n 6 m 21 E = = constant FIG. P16.3 25 kN/m A 8 m- 8 m E = 70 GPa I = 1,300 (106) mm4 FIG. P16.4, P16.7 50 kN/m 5 m