Using the theorem of Castigliano, find the horizontal deflection of the free end of the cantilever frame shown in the figure below due to the vertical applied load 'P'. Express your answers in terms of P, 1 (lowercase L for length), E (modulus of clasticity), A (cross-sectional area), and I (moment of inertia of the cross section around the bending axis. Consider only bending and axial loading and assume that the cross-section is circular. A, E, and I are constant.
Using the theorem of Castigliano, find the horizontal deflection of the free end of the cantilever frame shown in the figure below due to the vertical applied load 'P'. Express your answers in terms of P, 1 (lowercase L for length), E (modulus of clasticity), A (cross-sectional area), and I (moment of inertia of the cross section around the bending axis. Consider only bending and axial loading and assume that the cross-section is circular. A, E, and I are constant.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using the theorem of Castigliano, find the horizontal deflection of the free end of the cantilever frame shown in the figure below due to the vertical applied load 'P'. Express your answers in terms of P, 1 (lowercase L for length),
E (modulus of clasticity), A (cross-sectional area), and I (moment of inertia of the cross section around the bending axis. Consider only bending and axial loading and assume that the cross-section is circular. A, E, and I are constant.
Transcribed Image Text:-1/4-
P
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