Example 6.13 A double angle tension member consists of ISA 90 x 90 x 12 mm @ 15.8 kg/m, connected on either side of gusset plate at each end. The axis of the member is horizontal and centre to centre distance between the end connections is 3 m. load 12 kN at its mid-span. Determine the safe axial tension which the member can carry in addition to the given point load, if 20 mm dia. rivets are used both at ends as well as along the length as tacking rivets. The member carries a point

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example 6.13 A double angle tension member consists of ISA 90 x 90 x 12 mm @ 15.8
kg/m, connected on either side of gusset plate at each end. The axis of the member is horizontal
and centre to centre distance between the end connections is 3 m.
load 12 kN at its mid-span. Determine the safe axial tension which the member can carry in
addition to the given point load, if 20 mm dia. rivets are used both at ends as well as along
the length as tacking rivets.
The member carries a point
Transcribed Image Text:ned. Example 6.13 A double angle tension member consists of ISA 90 x 90 x 12 mm @ 15.8 kg/m, connected on either side of gusset plate at each end. The axis of the member is horizontal and centre to centre distance between the end connections is 3 m. load 12 kN at its mid-span. Determine the safe axial tension which the member can carry in addition to the given point load, if 20 mm dia. rivets are used both at ends as well as along the length as tacking rivets. The member carries a point
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