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 Figure 01 "W/1.5, KN/m" "W/1.75, KN/m" B 4.0 m b = 0.35m h = 0.40m 5.0 m 6.0 m b = 0.40m b = 0.55m h = 0.55m h = 0.40m A D

Structural Analysis
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Chapter2: Loads On Structures
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W=1090 KN/m

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
Figure 01
"W/1.5, KN/m"
"W/1.75, KN/m"
B
4.0 m
b = 0.35m
h = 0.40m
5.0 m
6.0 m
b = 0.40m
b = 0.55m
h = 0.55m
h = 0.40m
A
D
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 Figure 01 "W/1.5, KN/m" "W/1.75, KN/m" B 4.0 m b = 0.35m h = 0.40m 5.0 m 6.0 m b = 0.40m b = 0.55m h = 0.55m h = 0.40m A D
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