Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 13, Problem 14P
To determine
Find the reactions and sketch the shear and bending moment diagrams for the given beam using method of consistent deformation.
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Determine the reactions and draw the shear and bending moment diagrams for the structures using the method of consistent deformations.
13.35 Determine the reactions and the force
in each member of the truss shown in Fig. P13.35
using the method of consistent deformations.
E
50 kN
4 m
-100 kN.
D
4 m
B
FIG. P13.35
с
31
-3 m
EA = constant
13.5 through 13.8 Determine the reactions and draw the shear and
bending moment diagrams for the beams shown in Figs. P13.1-
P13.4 by using the method of consistent deformations. Select the
reaction moment at the fixed support to be the redundant.
FIG. P13.3, P13.7
75 kN - m
120 kN
C
B
6 m
6 m
El = constant
Chapter 13 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 13 - Prob. 1PCh. 13 - Prob. 2PCh. 13 - Prob. 3PCh. 13 - Prob. 4PCh. 13 - Prob. 5PCh. 13 - Prob. 6PCh. 13 - Prob. 7PCh. 13 - Prob. 8PCh. 13 - Prob. 9PCh. 13 - Prob. 10P
Ch. 13 - Prob. 11PCh. 13 - Prob. 12PCh. 13 - Prob. 13PCh. 13 - Prob. 14PCh. 13 - Prob. 15PCh. 13 - Prob. 16PCh. 13 - Prob. 17PCh. 13 - Prob. 18PCh. 13 - Prob. 19PCh. 13 - Prob. 20PCh. 13 - Prob. 21PCh. 13 - Prob. 22PCh. 13 - Prob. 23PCh. 13 - Prob. 24PCh. 13 - Prob. 25PCh. 13 - Prob. 26PCh. 13 - Prob. 27PCh. 13 - Prob. 28PCh. 13 - Prob. 29PCh. 13 - Prob. 30PCh. 13 - Prob. 31PCh. 13 - Prob. 32PCh. 13 - Prob. 33PCh. 13 - Prob. 34PCh. 13 - Prob. 35PCh. 13 - Prob. 36PCh. 13 - Prob. 37PCh. 13 - Prob. 38PCh. 13 - Prob. 39PCh. 13 - Prob. 41PCh. 13 - Prob. 42PCh. 13 - Prob. 43PCh. 13 - Prob. 44PCh. 13 - Prob. 45PCh. 13 - Prob. 46PCh. 13 - Prob. 47PCh. 13 - Prob. 48PCh. 13 - Prob. 49PCh. 13 - Prob. 50PCh. 13 - Prob. 51PCh. 13 - Prob. 52PCh. 13 - Prob. 53PCh. 13 - Prob. 54PCh. 13 - Prob. 55PCh. 13 - Prob. 56PCh. 13 - Prob. 57PCh. 13 - Prob. 58PCh. 13 - Prob. 59PCh. 13 - Prob. 60PCh. 13 - Prob. 61P
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- Determine the reactions and draw the shear and bending moment diagrams for the structure shown in Fig. P13.13 using the method of consistent deformations. 375 kN 30 kN/m ID B -5m-5m- -10 m- 31 FIG. P13.13 E = constantarrow_forward13.34 through 13.36 Determine the reactions and the force in each member of the trusses shown in Figs. P13.34-P13.36 using the method of consistent deformations. FIG. P13.34 20 k 20 k (6 in.2) D 15 k (8 in.2) 12 ft (8 in.2) A В (6 in.²) 16 ft E = 29,000 ksi (6 in. (6 in.?)arrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structure shown in Fig. P13.15 using the method of consistent deformations. 15 kN/m m El constant FIG. P13.15arrow_forward
- Section 13.3 13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37-P13.45 using the method of con- sistent deformations. 25 kN/m Aluu;égunj_f L el e E=70GPa I=1300(10% mm* FIG. P13.37, P13.53arrow_forward13.26 through 13.29 Determine the reactions and the force in each member of the trusses shown in Figs. P13.26-P13.29 using the method of consistent deformations. A 30 k B D 60° 40 k -2 panels at 8 ft = 16 ft- EA constant 6 ftarrow_forward13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37–P13.45 using the method of con- sistent deformations. 25 kN/m A B -8 m- -8 m- E = 70 GPa 1= 1,300 (106) mm“ FIG. P13.37, P13.53arrow_forward
- Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformationsarrow_forwardQ-1 Use the method of consistent deformations to determine the reaction components, and draw the shear force and bending moment diagrams for the beam shown in Fig.1. (constant EI) W B L L Fig.1arrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformationsarrow_forward
- Use the method of consistent deformations to determine the reaction components, and draw the shear force and bending moment diagrams for the beam shown in Fig.1. (constant EI) 4 Fig.1arrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformationsarrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. using the method of consistent deformations. Select the reaction at the interior support to be the redundantarrow_forward
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