distributed load of 10 kN/m on span A-B, a point load of 20 kN on span B-C, and a moment load of 18 kNm on span C-D. The length of span and location of applied load is shown in Figure Q2. El is constant. (a) Calculate the Stiffness, Distribution Factor (DF) and Fixed End Moment for each span of the beam. (b) Determine the internal moments at each support of the beam. (c) Calculate the reaction force at each support of the beam. (d) Draw the shear force and bending-moment diagram for the entire beam.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2
Figure Q2 shows a continuous beam fixed at both end A and D. The beam carries a uniformly
distributed load of 10 kN/m on span A-B, a point load of 20 kN on span B-C, and a moment
load of 18 kNm on span C-D. The length of span and location of applied load is shown in
Figure Q2. El is constant.
Calculate the Stiffness, Distribution Factor (DF) and Fixed End Moment for each span
(a)
of the beam.
(b)
Determine the internal moments at each support of the beam.
(c)
Calculate the reaction force at each support of the beam.
(d)
Draw the shear force and bending-moment diagram for the entire beam.
20kN
10 kN/m
8 kN/m
3m
3m
3m
2m
FIGURE Q2
Transcribed Image Text:Q2 Figure Q2 shows a continuous beam fixed at both end A and D. The beam carries a uniformly distributed load of 10 kN/m on span A-B, a point load of 20 kN on span B-C, and a moment load of 18 kNm on span C-D. The length of span and location of applied load is shown in Figure Q2. El is constant. Calculate the Stiffness, Distribution Factor (DF) and Fixed End Moment for each span (a) of the beam. (b) Determine the internal moments at each support of the beam. (c) Calculate the reaction force at each support of the beam. (d) Draw the shear force and bending-moment diagram for the entire beam. 20kN 10 kN/m 8 kN/m 3m 3m 3m 2m FIGURE Q2
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