STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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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 reactions for the nonprismatic beam shown in Fig. 16.16(a) by using the moment-distribution method
Determine the member end moments and reactions for the continuous beam shown in Fig. 15.8(a) by the slope deflection method.
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 (LL)
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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- The 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_forwardDetermine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P17.10 by using the moment-distribution method.arrow_forwardQ.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_forward
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