Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 8, Problem 61P
To determine
Sketch the influence line for the vertical deflection at the point D of the beam.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
1. 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
X
7.87
Can the uniform bar of weight W remain at rest in the position shown?
= 0.6
60
30°
Fig. P7.87
"Draw the influence lines for vertical reactions at sup-portsAandCand the shear and bending moment at pointBof the beam shown in Fig. P8.6"
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
- 4.123 Determine the angle 0 at which the bar AB is in equilibrium. Neglect friction. 2 m W 1 m Fig. P4.123arrow_forward7.37 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 Barrow_forwardArm ABC is connected by pins to a collar at B and to crank CD at C. Neglecting the effect of friction, determine the couple M required to hold the system in equilibrium when 0 = 0. 160 mm 90 mm 240 N 180 mm B M 320 mm 125 mm 300 mm Fig. P6.131 and P6.132arrow_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_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_forward4.58A machine operator produces the tension T in the control rod by applyingthe force P to the foot pedal. Determine the largest P if the magnitude of the pin reaction at B is limited to 1.8 kN. Neglect the mass of the mechanism.arrow_forward
- The left support of a fixed beam having length 3m is rotated by 0.001 radian in the anticlockwise order, Take El = 2 x 1013 Nmm². FEM generated at right support is hogging moment of 20 kN.m sagging moment of 10 kN.m hogging moment of 10 kN.m Osagging moment of 20 kN.marrow_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_forwardUse Area-Moment Method in solving the Problem.arrow_forward
- 8.23 The 10-1b uniform rod AB is held in the position shown by the force P. Knowing that the coefficient of static friction is 0.20 at A and B, determine the smallest value of P for which equilibrium is maintained. Fig. P8.23 A 15'in. 7.5 in.arrow_forwardQ-3 The frame shown in Fig.3 is pinned at A and fixed at D, with a roller support at B. Analyse the frame for the given loading using the slope-deflection method, and draw the shear force and bending moment diagrams.(constant EI). 80 KN 5m 5m B 30 kN/m 10m 10m OF=161-1 OC - 97.2 Fig.3arrow_forwardThe left support of a fixed beam having length 3m is rotated by 0.001 radian in the anticlockwise order, Take El = 2 x 1013 Nmm². FEM generated at right support is hogging moment of 20 kN.m sagging moment of 10 kN.m sagging moment of 20 kN.m O hogging moment of 10 kN.marrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you