W=1317 kN/m
Using Three Moment Equation, determine all reactions at supports also, determine shear and
bending moments with complete labels. Use 1= 1/12 bh^3 and E = 2.15x10^7 KPa
Extracted text: "Wx(1m)" KN "W" KN/m "Wx1/2" KN/m 4.0 m 3.0 m b = 0.25m h = 0.50m 4.0 m 4.0 m b = 0.35m h = 0.70m 7.0 m b = 0.45m h = 0.90m