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. 10 kN/m 8 kN/m 10 kN/m |D 000 A Bo00 4 m 4 m 4 m Fig Pu 2 Beam
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. 10 kN/m 8 kN/m 10 kN/m |D 000 A Bo00 4 m 4 m 4 m Fig Pu 2 Beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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. EI = constant.
10 kN/m
8 kN/m
10 kN/m
A
|D
B o00
000
4 m
4 m
4 m
Fig. P11.2. Beam.
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