Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 8, Problem 60P
To determine
Sketch the influence line for the vertical deflection at the point B of the simply supported beam.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
7.87
Can the uniform bar of weight W remain at rest in the position shown?
= 0.6
60
30°
Fig. P7.87
Problem 8.26
Draw the influence lines for the shear and bending moment at point E of the beam shown.
E
В
G
D
Hinge
Hinge
m
-6 m
-6 m
6 m
6 m
6 m
FIG. P8.24, P8.26
7.37 and 7.38 For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.
Fig. P7.37
6 kips 12 kips
с
2 ft
D
2 ft
2 ft
E
4.5 kips
2 ft
B
Chapter 8 Solutions
Structural Analysis
Ch. 8 - Prob. 1PCh. 8 - Prob. 2PCh. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - Prob. 5PCh. 8 - Prob. 6PCh. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - Prob. 10P
Ch. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - Prob. 13PCh. 8 - Prob. 14PCh. 8 - Prob. 15PCh. 8 - Prob. 16PCh. 8 - Prob. 17PCh. 8 - Prob. 18PCh. 8 - Prob. 19PCh. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - Prob. 23PCh. 8 - Prob. 24PCh. 8 - Prob. 25PCh. 8 - Prob. 26PCh. 8 - Prob. 27PCh. 8 - Prob. 28PCh. 8 - Prob. 29PCh. 8 - Prob. 30PCh. 8 - Prob. 31PCh. 8 - Prob. 32PCh. 8 - Prob. 33PCh. 8 - Prob. 34PCh. 8 - Prob. 35PCh. 8 - Prob. 36PCh. 8 - Prob. 37PCh. 8 - Prob. 38PCh. 8 - Prob. 39PCh. 8 - Prob. 40PCh. 8 - Prob. 41PCh. 8 - Prob. 42PCh. 8 - Prob. 43PCh. 8 - Prob. 44PCh. 8 - Prob. 45PCh. 8 - Prob. 46PCh. 8 - Prob. 47PCh. 8 - Prob. 48PCh. 8 - Prob. 49PCh. 8 - Prob. 50PCh. 8 - Prob. 51PCh. 8 - Prob. 52PCh. 8 - Prob. 53PCh. 8 - Prob. 54PCh. 8 - Prob. 55PCh. 8 - Prob. 56PCh. 8 - Prob. 57PCh. 8 - Prob. 58PCh. 8 - Prob. 59PCh. 8 - Prob. 60PCh. 8 - Prob. 61P
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
- Please just do figure 7.42arrow_forwardA uniform beam of arbitrary unsymmetrical cross section and length 2L is built-in at one end and is simply supported in the vertical direction at a point half-way along its length. This support, however, allows the beam to deflect freely in the horizontal z direction (Fig. P.13.17). Determine the vertical reaction at the support. Ans. 5 W/2. B. FIGURE P.13.17arrow_forward4.123 Determine the angle 0 at which the bar AB is in equilibrium. Neglect friction. 2 m W 1 m Fig. P4.123arrow_forward
- Referring to Prob. 259, what value of T acting at x=3 ft from B will keep the bar horizontalarrow_forwardProblem 8.32 Draw the influence lines for the shears and bending moments at points B and E of the beam shown. B DE A F Hinge Hinge 5 m 5 m 6 m-31 FIG. P8.31. P8.32arrow_forward1. Draw the shear and moment diagram of the beam below using equation method. 6.9 The intensity of the distributed load on the simply supported beam varies lin- early from zero to wo. (a) Derive the equation of the elastic curve. (b) Find the loca- tion of the maximum deflection. Express answer in terms of El. A 6m FIG.P6.9 Wo=14kN/m B Xarrow_forward
- (c) Determine the location of the shear center O of a thin-walled beam of uniform thickness having the cross section shown in Fig. Q2(c). Hint: Use polar coordinate Integrate M₁ = с arc at x = r sin a A cross-sectional area, I = α Fig. Q2(c) system and cos 20=1–2 sin² 0 . adF = ar dA, J = Aa² where A is the ατ A J == T = 2 2 a VQ It C and McVe. Centroid of Fig. Q3 α Οarrow_forwardProblem 8.41 Draw the influence lines for the shear in panel DE and the bending moment at E of the girder with floor system shown. B D E F G H - 7 panels at 18 ft = 126 ft- FIG. P8.41, P8.42arrow_forward7.91 Find the largest clockwise couple C that can be applied to cylinder A with out causing motion. The coefficient of static friction is 0.2 at all three contact surfaces 40 kg 60 kg 0.3 m A B Fig. P7.91arrow_forward
- Could you show me the process and explanation on how to solve this?arrow_forwardQ-3 The frame ABC, Fig.3, is fixed at A and pinned at C. Analyse the frame using the slope-deflection method and draw the shear force and bending moment diagrams. (El is constant). 2 kN/m B 3m 4 m Fig.3arrow_forwardUse Area-Moment Method in solving the Problem.arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you