Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 16, Problem 8P
To determine
Find the reaction and plot the shear and bending moment diagram.
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Determine the reactions and draw the shear and bending moment diagram of fig 16.5 by using slope-deflection method
Determine the reactions and draw the shear and bending moment diagrams for the beam shown in fig 16.5 by usng the slope deflection method,
Determine the reactions and draw the
shear and bending moment diagrams for the beams shown in
14.11 Solve Problem 14.4 by the method of least work. See
Fig. P14.4.
15 kN/m
A
-7 m-
-7 m-
El = constant
FIG. P14.4, P14.11
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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- 4.75 The structure consists of two identical bars joined by a pin at B. Neglecting the weights of the bars, find the magnitude of the pin reaction at C. 200 mm 200 mm 25 45° B 80 kg 45° Fig. P4.75arrow_forwardFor 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 Darrow_forwardDetermine the member end moments and reactions for the frame shown in Fig. 15.17(a) by the slope-deflection methodarrow_forward
- Determine the reactions and draw the shear and bending moment diagrams for the beams shownin Fig. P16.14 by using the moment-distribution method.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_forward2 Find the position of the shear centre of the thin-walled beam section shown in Fig. P.10.12. Ans. 1.2r on the axis of symmetry to the left of the section.arrow_forward
- 17.1 through 17.5 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P17.1-P17.5 by using the moment-distribution method. 100 kN 100 kN B E C D -6 m6m+ -9 m -6 m- 21 E= constant FIG. P17.3arrow_forwardSolve 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_forward9arrow_forward
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