Question: a = 5 ( m ) b = 3 ( m ) c = 1 m p = 2 0 kN Calculate the axial force,shear

a=5(m) b=3(m) c=1m p=20kN
Calculate the axial force,shear force and bending moment diagrams and draw them also do the roof beam capacity design calculation and roof bean deflection calculation then calculate the embodied carbon of roof beams
a = 5 ( m ) b = 3 ( m ) c = 1 m p = 2 0 kN

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