Using the theorem of Castigliano, find the horizontal (not vertical) deflection of the free end of the cantilever frame shown in the figure duc to the vertieal applied load P. Express your answers in terms of P, l (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 and that E, A, and I are constant.
Using the theorem of Castigliano, find the horizontal (not vertical) deflection of the free end of the cantilever frame shown in the figure duc to the vertieal applied load P. Express your answers in terms of P, l (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 and that E, A, 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 (not vertical) deflection of the free end of the cantilever frame shown in the figure duc to the vertieal applied load P. Express your answers in terms of P, l (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 and that E, A, and I are constant.
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