The cantilever beam AC with length L = 5 m has an elasticity modulus E = 172 GPa, a cross-section with a moment of inertia I = 41 x 10^-6 m^4, and supports a uniform distributed load of intensity w = 8 kN/m.
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w = 8; % kN/m
L = 5; % m
E = 172; % GPa
Iz = 0.000041; % m^4
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Determine the deflection Yc at the tip of the beam (point C).
Yc
number (rtol=0.01, atol=1e-05)
mm
?
Determine the slope θ at the tip of the beam (point C).
θc
number (rtol=0.01, atol=1e-05)
rad
?
Note: You are encouraged to use the superposition method.