A cantilevered beam is 5 m long and consists of W200 X 100 steel type member. If a 90 kN concentrated load is applied at a point 1.5 m from the beam's free end, use Superposition Method techniques to find (a) deflection of the free end caused by the beam's own weight, and (b) deflection of the free end caused by the concentrated load. Where: Modulus of elasticity – 200 000 MPa Inertia - 87 x 106 mm* Length of the beam – 5 m Weight of the beam – 0.981 N/mm 90KN 5 m
A cantilevered beam is 5 m long and consists of W200 X 100 steel type member. If a 90 kN concentrated load is applied at a point 1.5 m from the beam's free end, use Superposition Method techniques to find (a) deflection of the free end caused by the beam's own weight, and (b) deflection of the free end caused by the concentrated load. Where: Modulus of elasticity – 200 000 MPa Inertia - 87 x 106 mm* Length of the beam – 5 m Weight of the beam – 0.981 N/mm 90KN 5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use the Superposition Method to find the total deflection of the beam due to bending.
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