For the frame shown, assume that A, B, and C are pin connections. The purlin loads such as D and E are applied perpendicular to the center line of each girder. Determine the horizontal and vertical reactions at the connections A and C of the gable frame. Draw the shear diagram for sloping members and columns. 20 kN 20 kN 40 kN 40 kN E F 30 kN 30 kN, 2.5 m 20 kN kN/m 5 m - 3 m 3 m 3 m 3 m-
For the frame shown, assume that A, B, and C are pin connections. The purlin loads such as D and E are applied perpendicular to the center line of each girder. Determine the horizontal and vertical reactions at the connections A and C of the gable frame. Draw the shear diagram for sloping members and columns. 20 kN 20 kN 40 kN 40 kN E F 30 kN 30 kN, 2.5 m 20 kN kN/m 5 m - 3 m 3 m 3 m 3 m-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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