3. A vertical member of a steel truss is subjected to a service live load of 15 kN and a service dead load of 50 kN. The single angle bar is connected to the guzzette plate by single row of 5 bolts. U = 0.80 for 4 or more as per table 504.3.1. Determine if the vertical member is safe to carry the load. The hole diameter is 20 mm. The angle bar is 75 mm x 75 mm x 6mm. Given: Ag = 875 sq mm Gross width = 144 mm thickness = 6 mm U = 0.80

Structural Analysis
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Chapter2: Loads On Structures
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3. A vertical member of a steel truss is subjected to a service live load of 15 kN and a service dead load of
50 kN. The single angle bar is connected to the guzzette plate by single row of 5 bolts. U = 0.80 for 4 or
more as per table 504.3.1. Determine if the vertical member is safe to carry the load. The hole diameter
is 20 mm. The angle bar is 75 mm x 75 mm x 6mm.
Given:
Ag = 875 sq mm
Gross width = 144 mm
thickness = 6 mm
U = 0.80
Transcribed Image Text:3. A vertical member of a steel truss is subjected to a service live load of 15 kN and a service dead load of 50 kN. The single angle bar is connected to the guzzette plate by single row of 5 bolts. U = 0.80 for 4 or more as per table 504.3.1. Determine if the vertical member is safe to carry the load. The hole diameter is 20 mm. The angle bar is 75 mm x 75 mm x 6mm. Given: Ag = 875 sq mm Gross width = 144 mm thickness = 6 mm U = 0.80
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