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Design the typical principal rafter, main tie and an intermediate strut for the steel roof truss shown in figure.
written 6.9 years ago by
balakonde21
• 70
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modified 3.0 years ago
by
sagarkolekar
★ 11k
|
Use following data. centre to centre spacing of trusses=4 m. Total Dead load on a truss $400 N/m^2$ of plan area. Live load as per IS 875 Wind load =$1100N/m^2$(suction & normal to both slopes).
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