Circular beam with modulus of elasticity E=70 GPa A distributed load of 35 kN/m and a bending moment of k⨯2.3 kNm are applied. Using the analytical (integral) method; a) Determine the support reactions and the moment of inertia of the section. b) Moment function and 2nd order differential equation c) Boundary conditions, slope and deflection equations d) the angle of inclination at point B (2), e) Determine the deflection (3) at point C. K=1.85 D (mm) L (m) k⨯87 k⨯1.5
Circular beam with modulus of elasticity E=70 GPa A distributed load of 35 kN/m and a bending moment of k⨯2.3 kNm are applied. Using the analytical (integral) method; a) Determine the support reactions and the moment of inertia of the section. b) Moment function and 2nd order differential equation c) Boundary conditions, slope and deflection equations d) the angle of inclination at point B (2), e) Determine the deflection (3) at point C. K=1.85 D (mm) L (m) k⨯87 k⨯1.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Circular beam with modulus of elasticity E=70 GPa
A distributed load of 35 kN/m and a bending moment of k⨯2.3 kNm are applied. Using the analytical (integral) method;
a) Determine the support reactions and the moment of inertia of the section.
b) Moment function and 2nd order differential equation
c) Boundary conditions, slope and deflection equations
d) the angle of inclination at point B (2),
e) Determine the deflection (3) at point C.
K=1.85
|
D (mm) |
L (m) |
|
k⨯87 |
k⨯1.5 |
Transcribed Image Text:yt
35 kN/m
kx2.3 kNm
|C
B
-0.5L
L.
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