Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 16, Problem 23P
To determine
Find the member end moments and reactions for the frames.
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Determine the member end moments and reactions for the frame shown in Fig. 15.17(a) by the slope-deflection method
determine the member end moments and reactions for the frames shown in the figure using slope deflection method and solve settlement of 7mm at support A.
For the beam shown in Fig. 1, determine the
reactions at all supports by using the slope-
deflection method. El is constant.
12 kips
2.5 kips/ft
Bada
A
6 ft
9 ft
Fig. 1
9 ft
D
Chapter 16 Solutions
Structural Analysis
Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10P
Ch. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31P
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- Q.2 The lever ABC of a component of a machine is hinged at B, and is subjected to a system of coplanar forces as shown in fig. 1. Neglecting friction, find the magnitude of 'P' to keep the lever in equilibrium 200 kgf 120° 300kgf AB=10cm BC. 12cm Figure 1arrow_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_forwardMcqarrow_forward
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- 4. Determine the reaction at support A for the cantilever beam as shown in Figure 4. If the couple moment at point B is moved to point C, would it affects the reaction at Point A? D. 12kN A OkNm, 10KN 60° 4m Fig. 4arrow_forward2 Find the support reactions in the beam ABC shown in Fig. P.15.2 using the principle of virtual work. Ans. RA=(W+2wL)/4, Rc=(3W+2wL)/4.arrow_forward9arrow_forward
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