Determine the horizontal and vertical1.8 kN 1.8 kN2.7 kN2.7 kNreactions at the connections A and C3.6 kN3.6 kN-of the gable frame. Assume that A, B,\B1.5mand C are pin connections. The purlinloads such as D and E are applied3 mperpendicular to the center line of1.8 kN/meach girder.480ANS: Ax = 2.35 kNAy = 6.63 kN1.8 m1.8 m1.8 m1.8 mCx = 3.05 kNCy = 8.88 kN

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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 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

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

Section: Chapter Questions

Problem 1P

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Question

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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