Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 6, Problem 46P
To determine
Find the smallest moment of inertia (I) required for the beam if the deflection does not exceed the limit of
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Use the conjugate-beam method to determine the slope and deflection at point D of the beam shown in Figs. P6.31 and P6.32
Use the conjugate-beam method to determine the slopes and deflections at points B and D of the beams shown in Figs. P6.33 and P6.34.
Problem 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, P7.18
Chapter 6 Solutions
Structural Analysis
Ch. 6 - Prob. 1PCh. 6 - Prob. 2PCh. 6 - Prob. 3PCh. 6 - Prob. 4PCh. 6 - Prob. 5PCh. 6 - Prob. 6PCh. 6 - Prob. 7PCh. 6 - Prob. 8PCh. 6 - Prob. 9PCh. 6 - Prob. 10P
Ch. 6 - Prob. 11PCh. 6 - Prob. 12PCh. 6 - Prob. 13PCh. 6 - Prob. 14PCh. 6 - Prob. 15PCh. 6 - Prob. 16PCh. 6 - Prob. 17PCh. 6 - Prob. 18PCh. 6 - Prob. 19PCh. 6 - Prob. 20PCh. 6 - Prob. 21PCh. 6 - Prob. 22PCh. 6 - Prob. 23PCh. 6 - Prob. 24PCh. 6 - Prob. 25PCh. 6 - Prob. 26PCh. 6 - Prob. 27PCh. 6 - Prob. 28PCh. 6 - Prob. 29PCh. 6 - Prob. 30PCh. 6 - Prob. 31PCh. 6 - Prob. 32PCh. 6 - Prob. 33PCh. 6 - Prob. 34PCh. 6 - Prob. 35PCh. 6 - Prob. 36PCh. 6 - Prob. 37PCh. 6 - Prob. 38PCh. 6 - Prob. 39PCh. 6 - Prob. 40PCh. 6 - Prob. 41PCh. 6 - Prob. 42PCh. 6 - Prob. 43PCh. 6 - Prob. 44PCh. 6 - Prob. 45PCh. 6 - Prob. 46PCh. 6 - Prob. 47PCh. 6 - Prob. 48PCh. 6 - Prob. 49PCh. 6 - Prob. 50PCh. 6 - Prob. 51PCh. 6 - Prob. 52PCh. 6 - Prob. 53PCh. 6 - Prob. 54PCh. 6 - Prob. 55PCh. 6 - Prob. 56PCh. 6 - Prob. 57PCh. 6 - Prob. 58PCh. 6 - Prob. 59PCh. 6 - Prob. 60P
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- Determine the horizontal deflection at joint E of the truss shown in Fig. P7.16 due to a temperature increase of 50 DEGREE CELCIUS in members AC and CE. Use the method of virtual work. E 4 m D FIG. P7.16 4 m -3 m a = 1.2 (10-5)/°C Barrow_forward6.14 through 6.17 use the moment area method to determine the slopes and deflections at points B and C of the beam shown.arrow_forwarddetermine the horizontal deflection at D in terms of EI for the frame shown.arrow_forward
- Use the conjugate-beam method to determine the slope and deflection at point B of the beams shown in Figs. P6.9 through P6.12.arrow_forwardUse the moment-area method to determine the slope and deflection at point D of the beam shown.arrow_forward7.35 Use the virtual work method to determine the hori- zontal deflection at joint E of the frame shown in Fig. P7.34. 150 kN 50 kN/m E C I D 21 E=150 GPa I= 4000(106)mm4 200kN-> 21 B Figure for Prob. 7.34 & 7.35 2 m 4 m 2 m 2 marrow_forward
- i need the answer quicklyarrow_forward7.41 Use the virtual work method to determine the rotation of joint B of the frame shown. 7.42 Use the virtual work method to determine the vertical deflection at joint B of the frame shown in Fig. P7.41. 4m A 150 kN B -1.51 -1.5 m-1.5 m-+ 20 kN/m 5 m El= constant E = 200 GPa I= 500 (106) mm4 2 сarrow_forwardDetermine the horizontal deflection at joint C of the truss shown in Fig. 7.5(a) by the virtual work methodarrow_forward
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