STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Chapter 13, Problem 58P
To determine
Find the reactions and sketch the shear and bending moment diagrams for the given beam using method of least work.
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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
Determine the reactions and draw the shear and bending moment diagrams for the structures using the method of consistent deformations.
Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformations
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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- 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 structures shown in Figs. using the method of consistent deformationsarrow_forward
- 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 = 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_forward13.26 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 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_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_forward
- QUESTION 1 Determine the reactions and draw the shear and bending moment diagrams for the structure shown in Fig. below using the method of consistent deformations. 25 kN/m 12 m B 250 kN 6 m- E = constant Î 1.51 -6 marrow_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_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
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