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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb375f22b-b925-4d85-9d5b-a8d07d09f645%2F0fbd9660-e0da-4bff-854a-d73d9b3d7849%2Fvb4g0jg_processed.jpeg&w=3840&q=75)
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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