STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Chapter 7, Problem 34P
To determine
Find the slope and deflection at point D of the beam using virtual work method.
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2-Determine the slope and deflection at point B of the beam shown by the direct integration method 1(Ut ñş)
50KN m
A
В
4 m
El = constant
E
70 GPa
%3D
I
164 (106) mm4
%3D
Determine the slope and deflection at point B of the cantilever beam shown in Fig. 6.3(a) by the direct integration method.
7.34 and 7.35 Use the virtual work method to determine the
slope and deflection at point D of the beam shown.
A
-7 m
120 kN
↓
B
-3 m
C
ΕΙ = constant
E
=
200 GPa
I = 262 (106) mm²
-5 m
Chapter 7 Solutions
STRUCTURAL ANALYSIS (LL)
Ch. 7 - Prob. 1PCh. 7 - Prob. 2PCh. 7 - Prob. 3PCh. 7 - Prob. 4PCh. 7 - Prob. 5PCh. 7 - Prob. 6PCh. 7 - Prob. 7PCh. 7 - Prob. 8PCh. 7 - Prob. 9PCh. 7 - Prob. 10P
Ch. 7 - Prob. 11PCh. 7 - Prob. 12PCh. 7 - Prob. 13PCh. 7 - Prob. 14PCh. 7 - Prob. 15PCh. 7 - Prob. 16PCh. 7 - Prob. 17PCh. 7 - Prob. 18PCh. 7 - Prob. 19PCh. 7 - Prob. 20PCh. 7 - Prob. 21PCh. 7 - Prob. 22PCh. 7 - Prob. 23PCh. 7 - Prob. 24PCh. 7 - Prob. 25PCh. 7 - Prob. 26PCh. 7 - Prob. 27PCh. 7 - Prob. 28PCh. 7 - Prob. 29PCh. 7 - Prob. 30PCh. 7 - Prob. 31PCh. 7 - Prob. 32PCh. 7 - Prob. 33PCh. 7 - Prob. 34PCh. 7 - Prob. 35PCh. 7 - Prob. 36PCh. 7 - Prob. 37PCh. 7 - Prob. 38PCh. 7 - Prob. 39PCh. 7 - Prob. 40PCh. 7 - Prob. 41PCh. 7 - Prob. 42PCh. 7 - Prob. 43PCh. 7 - Prob. 44PCh. 7 - Prob. 45PCh. 7 - Prob. 46PCh. 7 - Prob. 47PCh. 7 - Prob. 48PCh. 7 - Prob. 49PCh. 7 - Prob. 50PCh. 7 - Prob. 51PCh. 7 - Prob. 52PCh. 7 - Prob. 53PCh. 7 - Prob. 54PCh. 7 - Prob. 55PCh. 7 - Prob. 56PCh. 7 - Prob. 57PCh. 7 - Prob. 58PCh. 7 - Prob. 59PCh. 7 - Prob. 60PCh. 7 - Prob. 61PCh. 7 - Prob. 62PCh. 7 - Prob. 63PCh. 7 - Prob. 64PCh. 7 - Prob. 65PCh. 7 - Prob. 66PCh. 7 - Prob. 67PCh. 7 - Prob. 68PCh. 7 - Prob. 69P
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- Use the virtual work method to determine the horizontal and vertical components of the deflection at joint B of the truss shown in Figsarrow_forwardUse the conjugate-beam method to determine the slope and deflection at point D of the beam shown.arrow_forwardDetermine the equations for slope and deflection of the beam shown by the direct integration method.EI = constant.arrow_forward
- Use the virtual work method to determine the deflection at point C of the beam shown. 100 KN 300 kN-m B 6 m 21 E = constant = 70 GPa I = 500 (106) mm² FIG. P7.23 3m Iarrow_forwardProblem 7.18 Determine the horizontal deflection at joint E of the truss shown in the figure if member BC is 18mm too long and member CE is 15mm too short. Use the method of virtual work. 4 m 4 m B 3 m a = 1.2 (10 SyC FIG. P7.16, P7.18arrow_forwardDetermine the slope and deflection at point B of the beam shown by the direct integration method. 50 kN-m B 4 m El = constant E - 70 GPa I = 164 (10) mm“ FIG. P6.7arrow_forward
- Use the virtual work method to determine the horizontal and vertical components of the deflection at joint B of the truss shown in Figsarrow_forwardUsing method of virtual work, Find the horizontal and vertical deflections at tip end a in Fig 3. E is constarrow_forwardE = 200GPa A= 1100mm^2arrow_forward
- Use the virtual work method to determine the vertical deflection at joint C of the frame shown in Fig. 7.17(a)arrow_forwardFor the beam shown below, determine the vertical deflection at point B by using the virtual work method. El is constant. -5 ft A -5 ft 12 k -5 ft B -5 ft 70 k-ft Fig. 2arrow_forwardUse the moment-area method to determine the slope and deflection at point B of the beam.arrow_forward
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