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Load combination for B.M and S.F
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load for bending about Z axis =1.5[D.L +L.L]

=1.5[0.325+0.52]

=1.27kN/m

=1.2×[D.2+L.L+W.L]

=1.2×[0.325+0.52-1.31]

=-0.558kN/m

=0.9DL+1.5 WL\=(0.90.325+1.5×-1.31)

=-1.67kN/m

Load for bending about y axis =1.5[D.l+L.L]

=1.5[0.19+0..3]

=0.735kN/m

Calculation for Bending moment

Mz=1.27×428=2.54 kN.m

Mz=-=1.67×428=-3.34KN.m[section]

My=0.735×428 =1.47 kNm

calculation of shear force

Fz=1.27×42=2.54kN

Fy=0.735×42=1.47

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