Given

h=6m[height upto eaves]

width w=9m

Ratio $\frac{h}{w}=\frac{6}{9}$=0.67

AS per table $\frac{1}{1}\leq\frac{h}{w}\leq\frac{3}{2}$

i] wind perpendicular to ridge [wind word]

WL$_{1}$=(-0.2-0.2)$\times$755.72= -302.29... Pa

WL$_{2}$=(-0.2+0.2)$\times$ 755.72=0

ii) Wind perpednicular to ridge [Lee wared]

WL$_{3}$=(-0.5-0.2)$\times 755.72$= -529.0 Pa

WL$_{4}=(-0.5+0.2]\times 755.72$= - 226.72 Pa

iii) Wind parallel to ridge[wind ward]

WL$_{5}=(-0.8-0.2)\times 755.72$= - 7555.72

WL$_{6}$=(-0.8+0.2)$\times$ 755.72 = -453.43 PAd

iv) Wind parallel to ridge(Lee ward)

WL$_{7}$=(-0.8-0.2)$\times$ 755.72 = -755.72Pa

WL$_{8}$=(-0.8+0.2)$\times$ 755.72= -453.43Pa

Max wind pressure = -755.72 Pa

= -0.756 KP$_{a}$( Uplift or section]

Total wind load on each intermedaite panel point

= -755.72 $\times$ sloping Area

= - 755.72$\times[1.73\times$4]

= -522.9.58 N

= -5.24kN

Total wind load on each end panel point

= -$\frac{5.24}{2}$= -2.62 kN