STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Chapter 13, Problem 29P
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.?)
13.5 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
13.26 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 ft
Chapter 13 Solutions
STRUCTURAL ANALYSIS (LL)
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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- 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_forwardUse 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_forward13.35 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 = constantarrow_forward
- Determine the reactions and draw the shear and bending moment diagrams for the structures using the method of consistent deformations.arrow_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_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structures shown in figure 13.2O using the method of consistent deformations.arrow_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_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformationsarrow_forward1. Determine the reactions and the force in each member of the truss shown in Fig. below by the method of consistent deformations. -3 panels at 4 m= 12 m- (38 cm) B (38 cm²) c (38 cm) 20 KN (25 cm) 90 KN (25 cm (38 cm²) D (38 cm²) F E=2x 10 MPa (38 cm²) 3marrow_forward
- Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformationsarrow_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_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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