A non-prismatic cantilever beam 7m long carries a uniform load of 24 KN/m from left end up to 4m to the right. From left end up to 4m, the beam has 2I while the remaining span is I. Use E=200 GPa, I = 240x106. Determine the following using Conjugate Beam Method a) The rotation (in degrees) of the beam at a point 4m from the left support. b) The deflection at a point 4 m from the left support c) The deflection at the free end
A non-prismatic cantilever beam 7m long carries a uniform load of 24 KN/m from left end up to 4m to the right. From left end up to 4m, the beam has 2I while the remaining span is I. Use E=200 GPa, I = 240x106. Determine the following using Conjugate Beam Method a) The rotation (in degrees) of the beam at a point 4m from the left support. b) The deflection at a point 4 m from the left support c) The deflection at the free end
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A non-prismatic cantilever beam 7m long carries a uniform load of 24
KN/m from left end up to 4m to the right. From left end up to 4m,
the beam has 2I while the remaining span is I. Use E=200 GPa, I
= 240x106. Determine the following using Conjugate Beam
Method
a) The rotation (in degrees) of the beam at a point 4m from the left support.
b) The deflection at a point 4 m from the left support
c) The deflection at the free end
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