2. Determine the reactions and draw the shear and bending moment diagrams for the beam shown in Fig. 2 by using the slope-deflection method. (30 points). A 20 k 3 k/ft 1.5 k/ft OB 15 ft 15 ft 20 ft E = 29,000 ksi 1 = 1,650 in.4 Fig. 2 C
2. Determine the reactions and draw the shear and bending moment diagrams for the beam shown in Fig. 2 by using the slope-deflection method. (30 points). A 20 k 3 k/ft 1.5 k/ft OB 15 ft 15 ft 20 ft E = 29,000 ksi 1 = 1,650 in.4 Fig. 2 C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please draw diagram
Transcribed Image Text:2. Determine the reactions and draw the shear and bending moment diagrams for the beam shown
in Fig. 2 by using the slope-deflection method. (30 points).
A
20 k
3 k/ft
1.5 k/ft
OB
15 ft 15 ft
20 ft
E = 29,000 ksi
1 = 1,650 in.4
Fig. 2
C
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