Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Textbook Question
Chapter 15, Problem 7P
Solve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and
FIG. P15.4, P15.7
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Solve Problem 15.18 for the loading shown in
Fig. P15.18 and a settlement of 6 mm at
Support A
18 kN/m
B
D
100 kN m
5 m
El = constant
E = 200 GPa
1= 1,360 (10) mm
A
5 m
5 m
FIG. P15.18, P15.22
The simply supported beam shown in Fig. P.13.10 has its outer regions reinforced so that their
flexural rigidity may be regarded as infinite compared with the central region. Determine the
central deflection.
Ans. 7 WL³1384EI (downwards).
|W
Rigid
Rigid
El
FIGURE P.13.10
L14
L14
L14
L14
The beam is built in at both ends and loaded by a distributed load
which has the constant intensity w at the first two thirds of the beam length and linearly
decreases from w to zero over the remaining part of the beam length (Fig. 1). Find the
equation for the w value at the onset of the plastic collapse in terms of the beam cross-sectio
fully plastic moment, Mp, and I.
W
2/
Fig. 1
Chapter 15 Solutions
Structural Analysis
Ch. 15 - Prob. 1PCh. 15 - Prob. 2PCh. 15 - Prob. 3PCh. 15 - Prob. 4PCh. 15 - Prob. 5PCh. 15 - Solve Problem 15.2 for the loading shown in Fig....Ch. 15 - Solve Problem 15.4 for the loading shown in Fig....Ch. 15 - Prob. 8PCh. 15 - Prob. 9PCh. 15 - Prob. 10P
Ch. 15 - Prob. 11PCh. 15 - Prob. 12PCh. 15 - Prob. 13PCh. 15 - Prob. 14PCh. 15 - Prob. 15PCh. 15 - Prob. 16PCh. 15 - Prob. 17PCh. 15 - Prob. 18PCh. 15 - Prob. 19PCh. 15 - Prob. 20PCh. 15 - Solve Problem 15 .17 for the loading shown in Fig....Ch. 15 - Prob. 22PCh. 15 - Prob. 23PCh. 15 - Prob. 24PCh. 15 - Prob. 25PCh. 15 - Prob. 26PCh. 15 - Prob. 27PCh. 15 - Prob. 28PCh. 15 - Prob. 29PCh. 15 - Prob. 30PCh. 15 - Prob. 31P
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- Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of 12 in. at support B. FIG. P15.2, P15.6arrow_forward6 Beam Deflections 280 696. In Fig. P-696, determine the value of P for which the Ans. P = 400 N deflection under P will be zero. P 800 N/m 3 m 1.5 m R₁ R2 Figure P-696. 697. Two identical cantilever beams in contact at their ends support a distributed load over one of them as shown in Fig. P-69% Determine the restraining moment at each wall. - 3wL2/16; Mg = = 5wL²/16 Ans. MA w N/m B L L Figure P-697. 698. The beam in Fig. P-698 is supported at the left end by spring which has a spring constant of 60 kN/m. For the beam, E-M x 10 N/m² and I = 60 x 10 mm. Compute the deflection of the Ans. 8 = 13.6m spring. 4 m 800 N/m ( t T ir barrow_forwardThe uniform beam AB shown in Fig. Q2 below is on equilibrium state with a fixed support at A. The beam's weight is 200 lb. Determine the reactions at A. 80 lb/ft Fixed 12 ft B Fig. Q2arrow_forward
- Q1: - Find the moment of couple for system shown in fig (1)? Q2: - Determine the magnitude of the moments couple as shown in fig (2)? Q3: - Find the reactions at two supports for system shown in fig (3) Q4: -Estimate the moment about point o for system as shown in fig (4)? 500 N 500 N 500 N 400 N Fig (1) Fig (2) 2 KN/m 60N 15 kN 30 7ON 12 m 06 12 m 1.8 m 12m Fig (4) Fig (3) 3marrow_forwardPROBLEMS Section 13.1 13.1 through 13.4 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.1–P13.4 using the method of consistent de- formations. Select the reaction at the roller support to be 300 kN 50 kN/m the redundant. 60 kN 100 kN 6 m 3 m A El = constantarrow_forwardQ2) Resolve the 20N force in Fig (2), into components along the a and b axes and determine the magnitude of each of these components? F=20N 60 Figure(2)arrow_forward
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