4-4 The roof of an industrial building is supported by parallel trusses spaced 6 m centers. Design the top chord and web compression members of one of these roof trusses shown in figure using the lightest double angles of A36M steel. The truss is supporting 0.5 kN/m² service dead load and 1.2 kN/m² service snow load. The two angles are separated by 9 mm gusset plate. 1.2 m 3 5 2 m →k 2 m k 2 m -

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4-4 The roof of an industrial building is supported by parallel trusses
spaced 6 m centers. Design the top chord and web compression members of
one of these roof trusses shown in figure using the lightest double angles of
A36M steel. The truss is supporting 0.5 kN/m² service dead load and 1.2
kN/m service snow load. The two angles are separated by 9 mm gusset
plate.
1.2 m
3
5
7
e 2m → 2m →* 2m →
Transcribed Image Text:4-4 The roof of an industrial building is supported by parallel trusses spaced 6 m centers. Design the top chord and web compression members of one of these roof trusses shown in figure using the lightest double angles of A36M steel. The truss is supporting 0.5 kN/m² service dead load and 1.2 kN/m service snow load. The two angles are separated by 9 mm gusset plate. 1.2 m 3 5 7 e 2m → 2m →* 2m →
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