Please show all the steps Consider the beam shown in (Eigure 1). Suppose that300 N/m, 1-150 N/m. Follow the sign convention.Figure-3m-3m1 of 1 >Part BDetermine the internal shear force at point C.Express your answer to three significant figures and include the appropriate units.Ve- 50SubmitY Part C#AMe4Previous Answers Request AnswerX Incorrect; Try Again; 2 attempts remainingNValueDetermine the internal moment at point C.Express your answer to three significant figures and include the appropriate units.4?Units

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Determine the internal shear force at point C Express your answer to three significant figures and include the appropriate units. Ve- 50 01 Part C 4 Submit Previous Answers Request Answer X Incorrect; Try Again; 2 attempts remaining = N Me Value Determine the internal moment at point C. Express your answer to three significant figures and include the appropriate units. μA 4 EMC ? Units ?

Determine the internal shear force at point C Express your answer to three significant figures and include the appropriate units. Ve- 50 01 Part C 4 Submit Previous Answers Request Answer X Incorrect; Try Again; 2 attempts remaining = N Me Value Determine the internal moment at point C. Express your answer to three significant figures and include the appropriate units. μA 4 EMC ? Units ?

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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A (160+Reg. No.) kN force is applied as shown at the end of a hot-rolled steel beam. Neglecting the effect of fillets and of stress concentrations, perform calculations in MS excel or MATLAB for the principal stresses in the beam to satisfy a design specification that they be equal to or less than 150 MPa. If the principal stresses are more than the given value, what would you change in the beam so that satisfy the required stresses. 210 mm 13 mm a 1035 mm 110 mm 160kN +Reg No. 0.4m (b) (a) Figure: Hot-rolled cantilever steel beam a) 3D view of the beam b) Cross-section of the beam
h) the maximum bending stress in the CFRP. Enter your answer in MPa to 2 decima
Draw and label the diagram correctlyShow the complete solution. Determine the following:a. Shear and Bending Moment Equationb. Shear and Bending Moment Diagramc. Mmax
Q/ For the beams and loading shown below. A-Draw the shear force and bending-moment diagrams. B- Determine the equations of the shear force and bending-moment curves for the segments CD in Figure 2 C- Compute the bending stress at point (a) on section C. D- Determine the values and locations of the maximum tensile and compression bending stresses. Figure (2) R Point a Radius of hole: 40kN 0.5m 30 20KN/m 0.7m A B D |B 1m Im 3m Radius = R= 100 mm
Fast pls solve this question correctly in 5 min pls I will give u like for sure Sk a=75 mm b=160 mm c=20 mm determine the moment of interia Y prime
force, the sign convention is same as that used in lectures and seminars). A simply supported beam is loaded as shown in the Figure. The corresponding SFD and BMD would be: 20 kN 10 kN/m 2 m 2 m 30 kN (a) 40 kN m 30 kN 30 kN 10 kN (b) 40 kN.m 10 kN 30 kN 30 kN Click Save and Submit to save and submit. Click Save All Answers to save all answvers.
Im doing a shear and moment calculation for a problem graphically and keep getting a negative sign in my moment calculation where I should be getting a postive sign. I know that the integral of my shear calculation is going to be my moment equation but I always use this to "check" myself against my work after I do my standard summation of moments about a point. I KNOW I SHOULD be getting M_2(x) = -.5x^2 + 2x + c but as you can see by my work I keep getting a "-2x". Why is this and where am I going wrong?
Part A Determine the maximum uniform loading w the W 310 x 21 beam will support if the allowable bending stress is aallow = 170 MPa and the allowable shear stress is Tallow = 92 MPa (Figure 1) Express your answer using three significant figures. Figure 1 of 1 VO AEo It vec W = kN/m Submit Request Answer 3 m 3 m < Return to Assignment Provide Feedback
Write the solution for the following: Member BC = -447.21 Member DF = -800 Member CE = 100
Part B Draw the moment diagram for the shaft. Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. 600 N-m 0.8 m 0.8 m 0.8 m No elements selected 900 N M (N m) 1000 900 800 700 600 500 400 300 200 100 I (m) 0+ -1000.0 0.2 0.4 0,6 0,8 1.0 12 1.4 1.6 1,8 2.0 2.2 -200 + -300 -400 -500 -600 -700 -800 -900 -1000 Add discontinuity lines and select segments to add to the canvas.
2. Draw shear force and bending moment diagrams for the beam shown in figure. 50 kN/m 20 kN/m D to 2 m 2 m 2 m RA Ro 3. Relation between load, shear and moment: Please solve according to the exporters of a typícal solution. We will discuss the relations existing between the loads, shears and bendin moments in any beam. Theses relations provide a method of constructing she and moment diagrams without writing shear and moment equations. The beam shown in figure (1) is assumed to carry any general loading. The free body diagram jar - jute W Nm) of segment of this beam of length (dx) is shown in figure (2). wtx = is the summation of area between (x) and x;) but V, -V, = AV = (area) similarly (1) (2) EF, -0>V+ wdx-(V+dV)=0 -Intensity of load (N/m) . dV = wdx EM, 0= M+Vdx + (wcbx) - (M + dM) =0 dM = M, - M, - AM = (area ) AP dx (de) ~zero 2 . dM=Vde Where: (slope of shear diagram) .V = INP (slope of moment diagram) for (dV = wdx) we can integrating de