b) The beam now has a vertical member rigidly connected to it at C, and a pin support at its other end, point D, as shown in Figure 2(b). The same loading as in part a) is applied as well as a horizontal load of Q = 272.0 kN as shown. P KN w kN/m A 8 m B Figure 2(b) QkN 3m 3m 4 m L

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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given w = 8.2 kn/m and p = 15 kn for the beam below Calculate the vertical reaction at support A now. Provide your answer to 2 decimal places. Consider an upwards force as being positive, however only include a sign if the reaction is negative i.e. acts vertically down. Do not provide any units in your answer. Vertical reaction at A [kN] =
b) The beam now has a vertical member rigidly connected to it at C, and a pin support at its other end, point D, as shown
in Figure 2(b). The same loading as in part a) is applied as well as a horizontal load of Q = 272.0 kN as shown.
P KN
w kN/m
A
C
8 m
B
Figure 2(b)
QkN
3m
3m
4 m
Transcribed Image Text:b) The beam now has a vertical member rigidly connected to it at C, and a pin support at its other end, point D, as shown in Figure 2(b). The same loading as in part a) is applied as well as a horizontal load of Q = 272.0 kN as shown. P KN w kN/m A C 8 m B Figure 2(b) QkN 3m 3m 4 m
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