Design the typical principal rafter, main tie and an intermediate strut for the steel roof truss shown in figure.

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written 6.8 years ago by

balakonde21 • 70

modified 2.9 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).

design and drawing of steel structures

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