STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Question
Chapter 7, Problem 44P
To determine
Find the rotation at joint D of the frame using virtual work method.
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FIG. P6.1
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Fig. 2
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 the figure:arrow_forwardQ. 2 Determine the deflections at B and C for the beam shown in Fig. 2 using the moment- area method. Also, determine the slope at D. EI is constant. E = 20,000 ksi and I = 31500 in.4. 1.5 k/ft 30 k Fig. 2 A В 6 ft 4 ft- 5 ftarrow_forwardDetermine the vertical deflection at joint C of the truss shown in the figure by using the virtual work method.arrow_forward
- 1. Use the virtual work method to determine the rotation of joint D of the frame shown. 30 kN 3 kN/m E 21 4 m 40 kN E = 200 GPa | = 300(106) mm4 21 4 m Al 4 m 8 marrow_forwardUse the moment-area method to determine the slope and deflection at the free end C of the overhang beam shown in Fig.1. (EI is constant). Carrow_forwardQ2: For the beam shown below in (fig 2), calculate the location of the centroidal axis ?̅, forthe cross-sectional area of the T-beam, after that find the moment of inertia I?̀ about the ?̀axis.arrow_forward
- Use the virtual work method to determine the horizontal deflection at joint H of the truss shown. E=200 GPAarrow_forward7.47 and 7.48 Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed 1 inch. Use the virtual work method. 7k B A -20 ft- EI = constant E = 29,000 ksi D 20 ftarrow_forwarddetermine the deflection at point D of the beam shown using virtual work method. 150kn E=70 GPa I=1000(10^2) mm^2arrow_forward
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