Determine the horizontal and vertical 1.8 kN 1.8 kN 2.7 kN 2.7 kN reactions at the connections A and C 3.6 kN of the gable frame. Assume that A, B, 3.6 kN. IG 1.5m and C are pin connections. The purlin loads such as D and E are applied 3m perpendicular to the center line of 1.8 kN/m each girder. ANS: Ax = 2.35 kN Ay = 6.63 kN 1.8 m 1.8 m 1.8 m 1.8 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the horizontal and vertical
1.8 kN 1.8 kN
2.7 kN
2.7 kN
reactions at the connections A and C
3.6 kN
3.6 kN-
of the gable frame. Assume that A, B,
\B
1.5m
and C are pin connections. The purlin
loads such as D and E are applied
3 m
perpendicular to the center line of
1.8 kN/m
each girder.
480
ANS: Ax = 2.35 kN
Ay = 6.63 kN
1.8 m
1.8 m
1.8 m
1.8 m
Cx = 3.05 kN
Cy = 8.88 kN
Transcribed Image Text:Determine the horizontal and vertical 1.8 kN 1.8 kN 2.7 kN 2.7 kN reactions at the connections A and C 3.6 kN 3.6 kN- of the gable frame. Assume that A, B, \B 1.5m and C are pin connections. The purlin loads such as D and E are applied 3 m perpendicular to the center line of 1.8 kN/m each girder. 480 ANS: Ax = 2.35 kN Ay = 6.63 kN 1.8 m 1.8 m 1.8 m 1.8 m Cx = 3.05 kN Cy = 8.88 kN
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