Wx(1m)" KN "w KN/m Wx1/2" KN/m 4.0 m 3.0 m 7.0 m 4.0 m4.0 m b = 0.35m h = 0.70m b = 0.45m h = 0.90m b= 0.25m h = 0.50m %3D
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W=464KN/m
Using Three Moment Equation, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I= 1/12 bh^3 and E = 2.15x10^7 KPa
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