Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 6, Problem 7P
To determine
Find the slope
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
Determine 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. P6.7
Determine the slope and deflection at point B of the beam shown in Fig. 6.15(a) by the conjugate-beam method.
M
В
Determine the equations for slope and
deflection of the beam shown by the direct integration
method. EI = constant.
FIG. P6.1
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
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Q-1 Use the moment-area method to determine the slope and deflection at the free end C of the overhang beam shown in Fig.1. (El is constant). B Fig.1arrow_forwardUse 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 in Figs. P6.31 and P6.32arrow_forward
- Determine the equations for slope and deflection of the beam shown by the direct integration method.EI = constant.arrow_forward2-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 %3Darrow_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_forward
- Use the virtual work method to determine the vertical deflection at joint C of the frame shown in Fig. 7.17(a)arrow_forwardDetermine the slope and deflection at point B of the cantilever beam shown in Fig. 6.3(a) by the direct integration method.arrow_forwardA-Use the conjugate-beam method to determine the slope and deflection at point B of the beam shown in Fig.1. E-200 kN/mm², 1-60*106 mm. Fig.1 3 m 10 kN Barrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you