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 1381 KN/m 1381 KN/m 690.5 KN/m D B 4.0 m 3.0 m 7.0 m 4.0 m 4.0 m b = 0.35m h = 0.70m b = 0.25m b = 0.45m %3D h = 0.50m h = 0.90m %3!
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 1381 KN/m 1381 KN/m 690.5 KN/m D B 4.0 m 3.0 m 7.0 m 4.0 m 4.0 m b = 0.35m h = 0.70m b = 0.25m b = 0.45m %3D h = 0.50m h = 0.90m %3!
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
Transcribed Image Text:III.
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
1381 KN/m
1381 KN/m
690.5 KN/m
D
B
4.0 m 3.0 m
7.0 m
4.0 m
b = 0.25m
h = 0.50m
4.0 m
b = 0.35m
h = 0.70m
b = 0.45m
h = 0.90m
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