PLATE 2 a Using the slope-deflection method, compute the end moment of members of the beams shown in Figure P11.1 through Figure P11.5 and draw the bending moment and shear force diagrams. El =...

Extracted text: PLATE 2 a Using the slope-deflection method, compute the end moment of members of the beams shown in Figure P11.1 through Figure P11.5 and draw the bending moment and shear force diagrams. El = constant.


Extracted text: 12 kips 2.5 kips/ft A D D00. C 6 ft 9 ft 9 ft Fig. P11.3. Beam.