Can you please answer the rest of the questions The beam is supported by a pin at point A and a roller atkNpoint B. A distributed load of W₁ = 8 and an appliedmforce of F₁ = 12 kN are applied to the beam. The beam hasan allowable bending stress of allow = 6 MPa. Neglect theweight and thickness of the beam.Take the origin for all functions to be at A., i.e. start at theleft and go right. Must use positive sign convention for V andM.d31d3d1W1d1BhF₁Values for the figure are given in the following table. Notethe figure may not be to scale.Dimensions for the whole beamVariableValued₁4 md₂2 m wamap.orgd. For the interval 0 ≤ x ≤ 4 m, Use integrals to determinethe equation for the Moment as a function of x, M(x).e. For the interval 4 ≤ x ≤ 6 m, determine the equationfor the Shear Force as a function of x, V(x).09:00f. For the interval 4 ≤ x ≤ 6 m, Use integrals to determinethe equation for the Moment as a function of x, M(x).g. Determine the max bending moment on the beam,Mmax Include negative if relevant.h. Determine the minimum height of the beam, h.Round your final answers to 3 significant digits/figures. DoNOT round numbers in your equations/functions.AykNBy = 34kNSegment AB (0 m < x < 4 m)V(x) 10 - 8xkNM(x)kNm10M(x)kNmSegment BC (4 m < x < 6 m)V(x) =h ===Mmax=kNmmOⓇ0°kN

ince you have posted multiple questions with multiple sub parts, we will provide the solution only…

m The beam is supported by a pin at point A and a roller at kN point B. A distributed load of W₁ = 8 - and an applied force of F₁ = 12 kN are applied to the beam. The beam has an allowable bending stress of allow = 6 MPa. Neglect the weight and thickness of the beam. Take the origin for all functions to be at A., i.e. start at the left and go right. Must use positive sign convention for V and M. A d3 d3 W1 d1 d2 -d₁- B h d2 F₁ Values for the figure are given in the following table. Note the figure may not be to scale. Dimensions for the whole beam Variable Value d₁ 4 m d₂ 2 m

m The beam is supported by a pin at point A and a roller at kN point B. A distributed load of W₁ = 8 - and an applied force of F₁ = 12 kN are applied to the beam. The beam has an allowable bending stress of allow = 6 MPa. Neglect the weight and thickness of the beam. Take the origin for all functions to be at A., i.e. start at the left and go right. Must use positive sign convention for V and M. A d3 d3 W1 d1 d2 -d₁- B h d2 F₁ Values for the figure are given in the following table. Note the figure may not be to scale. Dimensions for the whole beam Variable Value d₁ 4 m d₂ 2 m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.5.5P: Determine the bending moment M in the pinned-end column with eccentric axial loads shown in the...

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