Product Description

Section characteristics: Plate Thickness (mm) Kg / m2 Section area (mm2) Sectional moment of inertia I (mm 4 ) Sectional moment of resistance W (mm 3 ) 0.4 3.*3 **3 ****4 ***3 0.5 4.*9 **5 ****8 ***0 0.6 5.*4 **8 ****0 ***5 Max purlin space ( M ) : Plate thickness (mm) Support conditions Load (Kg / m 2) *0 **0 **0 **0 **0 0.4 Cantilever 0.*0 0.*9 0.*2 0.*5 0.*5 Simple support 1.*8 1.*8 1.*2 1.*4 0.*6 Continuous 2.*0 1.*2 1.*6 1.*0 1.*2 0.5 Cantilever 0.*0 0.*6 0.*2 0.*2 0.*5 Simple support 1.*6 1.*6 1.*0 1.*4 1.*4 Continuous 2.*6 1.*8 1.*4 1.*8 1.*0 0.6 Cantilever 0.*7 0.*6 0.*9 0.*2 0.*2 Simple support 1.*2 1.*2 1.*8 1.*0 1.*4 Continuous 2.*4 1.*6 1.*2 1.*4 1.*8 Note: Deflection control of plate Roof panel （bear snow load or live load ） 1/**0 Wall panel 1/**0