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%%EOF <>/Border[0 0 0]/Contents()/Rect[72.0 612.5547 302.7637 625.4453]/StructParent 4/Subtype/Link/Type/Annot>> e d u / c c f s s - l i b r a r y / 7 3)/Rect[72.0 142.9906 277.0732 154.7094]/StructParent 9/Subtype/Link/Type/Annot>> TRUSS DESIGN MANUAL 1 OVERVIEW 1.01 Introduction … designer example trusses design of truss for 12 meter span as per is 800-1984 span of truss = 12 m bay spacing = 6.0 m wind speed = 33mpers slope of roof = 1 in 3 theta = 18.44 degree material for construction = shs/rhs of tata structurayst-310 s/w of sheeting = 60 n/sqmt s/w of purlin = 58.86 n/mt *nodal load = 60x1.5x6.0+100x6.0 = 1140n endobj 0000006106 00000 n
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