EBK STRUCTURAL ANALYSIS
5th Edition
ISBN: 9780100469105
Author: KASSIMALI
Publisher: YUZU
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Textbook Question
Chapter 15, Problem 6P
Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of
FIG. P15.2, P15.6
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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 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
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
Chapter 15 Solutions
EBK 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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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
- Solve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and 14 in. at C. FIG. P15.4, P15.7arrow_forward10.29. The symmetrical frame shown in Fig. P10.29 supports a uniform loading of p per unit length. Assume that each horizontal and vertical member has the modulus of rigidity E₁I₁ and E212, respectively. Determine the resultant reaction R4 at the left support, employing Castigliano's theorem. Figure P10.29.arrow_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
- Q2) 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_forwardDetermine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.1–P13.4 by using the method of consistent deformations. Select the reaction moment at the fixed support to be the redundant. 75 kN · m 120 kN C 6 m 6 m El = constant AG. P13.3, P137arrow_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_forward
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