STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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 solutionStudents 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
4.123 Determine the angle 0 at which the bar AB is in equilibrium. Neglect
friction.
2 m
W
1 m
Fig. P4.123
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 (LL)
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
- (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_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
- Draw the influence lines for vertical reactions at supports B and D and the shear and bending moment at point C of the beam shown infigures P8.5, use Muller-Breslau’s Principle. PLEASE REFER TO FIG. P8.5arrow_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_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 hogging moment of 10 kN.m Osagging moment of 20 kN.marrow_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_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_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_forward
- 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, P8.26arrow_forward"Draw the influence lines for vertical reactions at sup-portsAandCand the shear and bending moment at pointBof the beam shown in Fig. P8.6"arrow_forward2. For the frame shown, determine the magnitude of the pin reaction at B. Neglect the weight of the frame.Explanations are not neededarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you