Design sag rods for consecutive purlins near the supported end of a roof truss system as shown in Fig. Ex. 6.10. The purlins are supported at the third points by sag rods. Also design the tie rod between ridge purlins. The data available is Spacing of truss c/c = 7 m Spacing of the purlins c/c = 2.0 m Intensity of the wind pressure = 1500 N/m? Slope of the truss = 30° Self weight of roofing = 200 N/m2 %3D Tie rod %3D Sag rod %3D Fig. Ex. 6.10

Design sag rods for consecutive purlins near the supported end of a roof truss system as shown in Fig. Ex. 6.10. The purlins are supported at the third points by sag rods. Also design the tie rod between ridge purlins. The data available is Spacing of truss c/c = 7 m Spacing of the purlins c/c = 2.0 m Intensity of the wind pressure = 1500 N/m? Slope of the truss = 30° Self weight of roofing = 200 N/m2 %3D Tie rod %3D Sag rod %3D Fig. Ex. 6.10

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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