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Design of purlin given 10 span=4m 2)spacing =1.72m 3)θ=304
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load calculation

D.L/---weight of GI sheet= 150Pa

self weight at purlin=100 ,pa

  • Total DL=250Pa=0.25Kpa

  • plan Area=1.73×cos30=1.5m

  • D.L on Plan area =0.25× 1.5=0.375kN/M

L.L--L.L on plan =0.4 ×1.5=0.6kN/m

W.L--W.L on sloping Area=0.723×1.73=-1.31 kN

Load Normal to slope Zz

Wdz=0.375×cos30

= 0.325 kN/m

WLz=0.6×10530

=0.52KN/m

Total …

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