Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 13, Problem 26P
To determine
Calculate the support reactions and the member forces of the truss using method of consistent deformation.
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13.34 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.?)
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 structures using the method of consistent deformations.arrow_forward13.26 Determine the reactions and the force in each member of the truss shown in Fig. P13.26 using the method of consistent deformations. 150 kN 3m B 60° 200 kN -2 panels at 4 m 8 m- EA=constant FIG. P13.26arrow_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_forward
- 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_forwardSection 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_forward13.34 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. 80 kN 60 kN D 5 m EA = constant 5 m A B E5m -5 marrow_forward
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- Q-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_forward13.13 through 13.25 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.13-P13.25 using the method of con- sistent deformations. 375 kN 30 kN/m B - 5 m +5m- 10 m 31 E = constant FIG. P13.13arrow_forward13.1 through 13.4 Determine the reactions and draw theshear and bending moment diagrams for the beams shownin Figs. P13.1–P13.4 using the method of consistent deformations. Select the reaction at the roller support to bethe redundant.3 m 3 m 3 mB CA D60 kN 100 kNE = 200 GPaI = 3,250 (106) mmarrow_forward
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