Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 8, Problem 58P
To determine
Sketch the influence line for the vertical deflection at the point B of the given cantilever beam.
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"Draw the influence lines for vertical reactions at sup-portsAandCand the shear and bending moment at pointBof the beam shown in Fig. P8.6"
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
(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
Ο
Chapter 8 Solutions
Structural Analysis, Si Edition (mindtap Course List)
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
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- A 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_forward8.23 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_forward
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