Only handwitten answer is needed Determine the normal force, shear force, and moment at point C.Take that P = 12 kN and w=8 kN/m.(Eigure 1)FigureW< 1 of 1-1.5m-1.5m +1.5m +15m-B▼Determine the normal force at point C.Express your answer to three significant figures and include the appropriate units.No= ValueSubmitPart BVc = ValueSubmitRequest AnswerDetermine the shear force at point C.Express your answer to three significant figures and include the appropriate units.Part CMc =Request AnswerKNValue4KNDetermine the moment at point C.Express your answer to three significant figures and include the appropriate units.?kN m??

Answered: Image /qna-images/answer/04329be2-fcda-41a3-8165-3d15e48160e0.jpg

Determine the normal force, shear force, and moment at point C. Take that P= 12 kN and w=8 kN/m.(Figure 1) ▼ Express your answer to three significant figures and include the appropriate units. Nc = Submit Part B Value Request Answer 1 kN Determine the shear force at point C. Express your answer to three significant figures and include the appropriate units. f ? 2

Determine the normal force, shear force, and moment at point C. Take that P= 12 kN and w=8 kN/m.(Figure 1) ▼ Express your answer to three significant figures and include the appropriate units. Nc = Submit Part B Value Request Answer 1 kN Determine the shear force at point C. Express your answer to three significant figures and include the appropriate units. f ? 2

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.8.1P: The shear stresses t in a rectangular beam arc given by Eq. (5-43): in which Fis the shear force, /...

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The shear stresses t in a rectangular beam arc given by Eq. (5-43): in which Fis the shear force, / is the moment of inertia of the cross-sectional area, /lis the height of the beam, and i] is the distance from the neutral axis to the point where the shear stress is being determined (Fig. 5-32). By integrating over the cross-sectional area, show that the resultant of the shear stresses is equal to the shear force V.
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The specimen shown is made of Aluminum Alloy 6061-T6. If P = 0.7N, Q = 1.3 N, θ = tan -1(4/3), φ = tan-1 (12/5), h = 0.50 mm, w = 0.39 mm, and the thickness t = 0.5 mm. (a) Find the net force on the specimen. (b) Find the net moment about the origin of the given coordinate system. (c) Determine the normal stresses (σxx, σyy, σzz) and shear stresses (σxy, σyz, σxz) acting on the specimen.
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The channel section carries a uniformly distributed load totaling 6W and two concentrated loads of magnitude W. (a) Calculate the distance of the neutral axis from the bottom of the channel and the moment of inertia about the neutral axis. (b) Determine the maximum allowable value for W if the working stresses are 40 MPa in tension, 80 MPa in compression, and 24 MPa in shear. Include A. Complete solution B. Free body diagram C. Shear diagram D. Moment diagram
a) 1. The support reaction forces at the A and C, in terms of P,be careful of the sign. 2. Give the expressions of the shear and moment at an arbitrary poistion x of AB segment, in terms of P and x, be careful of the sign. 3. Give the expressions of the shear and moment at an arbitrary poistion x of BC segment, in terms of P and x, be careful of the sign. b)Given l= 1000 mm, P= 4000 N and l1/l=0.66, calculate the internal shear force and draw the moment diagram
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Assign the values of shear force and bending moment to the image bar as a function of the x coordinate. q=20kN/m F=14kN M=12kNm L1=1.2m L2=1.4m L3=1.3m L4=1.5m Minimum value of shear force: Qmin = Maximum value of shear force: Qmax= Use units (kN,m), Do not round the invoices in the intermediate stages, but only the final answer!
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