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Using Slope Deflection Method, 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 A 1090 KN 4m 3m b=0.25m h = 0.50m 1090 kN/m 4m b = 0.35m h = 0.10m 4m 545 kN/m B 7m b= 0.45m h = 0.90m

Using Slope Deflection Method, 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 A 1090 KN 4m 3m b=0.25m h = 0.50m 1090 kN/m 4m b = 0.35m h = 0.10m 4m 545 kN/m B 7m b= 0.45m h = 0.90m

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Using Slope Deflection Method, 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 1090 KN 1090 KN/m 545 KN/m B 4 m 3m 4m 4m b= 0.35m b: 0.45m b = 0.25m h= 0.50m h : 0:10 m h: 0.90m
Transcribed Image Text:Using Slope Deflection Method, 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 1090 KN 1090 KN/m 545 KN/m B 4 m 3m 4m 4m b= 0.35m b: 0.45m b = 0.25m h= 0.50m h : 0:10 m h: 0.90m
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