Problem # 2 Using the principle of superposition and the table provided and given that that the beam's modulus of elasticity is E=200 GPa and its moment of inertia is /= 100x106 mm². • Find the reactions and the fixed end moment for the beam shown • Determine the internal moment at section E 50 kN Wo= 120 kN/m D 3 m Beam A P Umax -Omax max E 6 m Slope Omax = -PL² 2E1 -WOL³ 24EI B + Deflection Umax -PL³ 3EI -WOL 30EI 2m +1m| Elastic Curve -Px² (3L - x) 6EI (10L³ - 10L²x + 5Lx²-x v= -wor² 120EIL

Problem # 2 Using the principle of superposition and the table provided and given that that the beam's modulus of elasticity is E=200 GPa and its moment of inertia is /= 100x106 mm². • Find the reactions and the fixed end moment for the beam shown • Determine the internal moment at section E 50 kN Wo= 120 kN/m D 3 m Beam A P Umax -Omax max E 6 m Slope Omax = -PL² 2E1 -WOL³ 24EI B + Deflection Umax -PL³ 3EI -WOL 30EI 2m +1m| Elastic Curve -Px² (3L - x) 6EI (10L³ - 10L²x + 5Lx²-x v= -wor² 120EIL

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.2.4P: The deflection curve for a simple beam AB (sec figure) is given by v=q0L44EIsinxL Describe the load...

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