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2. Draw shear force and bending moment diagrams for the beam shown in figure 50 kN/m 20 kN/m D B 2 m 2 m 2 m - | KA Ro Hello sir, please the

2. Draw shear force and bending moment diagrams for the beam shown in figure 50 kN/m 20 kN/m D B 2 m 2 m 2 m - | KA Ro Hello sir, please the

Mechanics of Materials (MindTap Course List)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter6: Stresses In Beams (advanced Topics)
Section: Chapter Questions
Problem 6.5.10P: .10 A built-up bourn supporting a condominium balcony is made up of a structural T (one half of a W...
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2. Draw shear force and bending moment diagrams for the beam shown in figure. 50 kN/m 20 kN/m 2 m 2 m - 2 m Ro Hello sir, please the same source as the question solution. 3. Relation between load, shear and moment: The free body diagram wdx :- %3! W (N/m) 严 of segment of this beam of length (dx) is shown M+4M but wdx is the summation of area between (x, and x2) in figure (2). V+av ..V, -V, = AV = (area) nad RI %3! similarly M2 (1) (2) ( dM = Vdx EF, =0= V +wdx-(V+dV)%3D0 w ------- Intensity of load (N/m) . dV =wdx M1 M, - M, = AM = (area ) hm %3! dx M, =0= M+Vdx + (wdx)-(M + dM) =0 shear AP . W =- (dr)? dx (slope of shear diagram) Where: :ero 2 .. dM Vdx dM :.V = dx (slope of moment diagram) for (dV = wdx ) we can integrating
Transcribed Image Text:2. Draw shear force and bending moment diagrams for the beam shown in figure. 50 kN/m 20 kN/m 2 m 2 m - 2 m Ro Hello sir, please the same source as the question solution. 3. Relation between load, shear and moment: The free body diagram wdx :- %3! W (N/m) 严 of segment of this beam of length (dx) is shown M+4M but wdx is the summation of area between (x, and x2) in figure (2). V+av ..V, -V, = AV = (area) nad RI %3! similarly M2 (1) (2) ( dM = Vdx EF, =0= V +wdx-(V+dV)%3D0 w ------- Intensity of load (N/m) . dV =wdx M1 M, - M, = AM = (area ) hm %3! dx M, =0= M+Vdx + (wdx)-(M + dM) =0 shear AP . W =- (dr)? dx (slope of shear diagram) Where: :ero 2 .. dM Vdx dM :.V = dx (slope of moment diagram) for (dV = wdx ) we can integrating
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