I tried solving this one but have no idea where I went wrong can you please help me out with this? The assembly supports a uniform distributed load w =1.3 kN/m as shown.Part ADetermine the resultant internal loadings at cross sections at point E on the assembly.Express your answers, separated by commas, to four significant figures.ΤΟ ΑΣΦΑΣΦ vecNg = Vg = MB = 0.693,0.278,0.300Submit Previous Answers Request Answer× Incorrect; Try Again; 5 attempts remainingPart BDetermine the resultant internal loadings at cross sections at point F on the assembly.Express your answers, separated by commas, to four significant figures.?kN, KN, kN.mพ1 mBD E1.5 m0.5 m 0.5 m 0.5 m2 mF

Answered: The assembly supports a uniform…

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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solve, show all steps and fbd. do not provide copied answer or I will report Do 12-15 using double integration. (integration of moment)= theta, and integration of theta = v mechanics of materials chapter 12
A series of compound levers is used as weighbridge. If a mass of 14.4kg is placed on the pan P and it is required that x = 475mm to balance the beam ABC, determine the mass (in 1 decimal digit of a kg) of the truck. There are pins at all points lettered. Take EF - 0. 2m, FD = 3m, KG = GH = 7m, and HI = KJ - 0.2m. 2nd question (answer in Bonus problem e): Is it necessary for the truck to be symmetrically placed on the scale? Explain. JKG & GHI are INDEPENDENT of EACH OTHER.
A BB-series Astromech Droid of mass 181 kg is suspended by the truss structure shown. The truss structure is pinned to the wall at A and is supported by a rocker against the wall at F. B. 2w F Allow w = 1.5 m . Determine the forces in all the members in the structure and indicate whether they are in tension or compression. Part A - Part A Solve for the force in member AB and state whether it is in tension or compression. Express your answer to three significant figures in units of N. Enter negative value in the case of compression and positive value in the case of tension. Templates Symbols Slope/Displacement Vector undo redo reset keyboard shortcuts help FAB= N Submit Request Answer Part B - Part B Solve for the force in member BC and state whether it is in tension or compression. Express your answer to three significant figures in units of N. Enter negative value in the case of compression and positive value in the case of tension. femplates Symbols Slope/Displacement Vector uado…
As a way to check my work
This shoulder bolt is composed of hot-rolled monel. The head of the shoulder bolt is a regular hexagon and it measures 6 mm across opposite flats. The other dimensions of the bolt are given below, as well as the forces to which this component is subjected. Find the change in length of each segment of the part as well as the overall change in length from A to D F_A = 4.8 kN F_B = 5.1 kN F_C =1.6 kN F_D = 1.9 kN a = 4mm b = 4.1 cm c = 6.8 cm d_s = 5 mm d_t (effective) = 3mm Assume:∙ Bearing stress between threads of the bolt and the nut may be neglected∙ Stress concentration effects may be neglected∙ The force that the nut applies may be treated as a concentrated force.∙ The nut may be treated as rigid.∙ The forces applied to the nut and the shoulders of the bolt are distributed evenly around their perimeters δAB = δBC = δCD = δoverall =
1) Determine the x and y components of force at pin A. Express your answers in kilonewtons to three significant figures separated by a comma. 2) Determine the x and y components of force at pin D. Express your answers in kilonewtons to three significant figures. Enter your answers separated by a comma.
= The forces F₁ = 590 lb, F₂ = 380 lb, F3 = 240 lb and F 330 lb. Determine the forces in each member of the truss. Use positive values to indicate tension and negative values to indicate compression. a a a D b F₁ A 000 B. 779977 F₂V H G E F4 b BY NC SA 2013 Michael Swanbom Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 6 ft b 10.1 ft The force in member AB is lb. The force in member AH is lb. The force in member GH is lb. The force in member BH is lb. The force in member BC is lb. The force in member BG is lb. The force in member EG is lb. The force in member CD is lb. The force in member DE is lb. The force in member CE is lb. The force in member CG is lb.
I need to find the forces in each tube but I keep getting stuck. I have been getting really long equations to do algibra onwhich I suspect might be where the error was comming from. The values I have tried are F2 = -0.97786, and -4.889 kips
The beam shown below is acted upon by a triangular distributed load, a couple moment, and a point force as shown. It is supported by a roller at A and a pin at B. M A B 3 т 1 m 1 т F The applied forces/moments are: w = 150 N/m M= 65 N-m F= 20 N Determ the forces at A and B. ii. Find the location of zero shear between A and B. iii. Determine the absolute maximum bending moment for the beam. iv. Draw the shear force diagram for the beam. v. Draw the bending moment diagram for the beam.
Please solve with help of FBD (show all the components)
B10
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