P7-2.force resisted by the bolt. Include all necessary free-bodydiagrams.determine the largest internal shear6 kN+ 10 kN8 kN20 kN

Draw the free-body diagrams for both central panels respectively between 'A and B', and 'B and C'.…

Answered: P7-2. force resisted by the bolt.…

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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B2
1-71. The joint is fastened together using two bolts. Determine the required diameter of the bolts if the failure shear stress for the bolts is Tail 350 MPa. Use a factor of safety for shear of F.S. = 3 40 kN 40 KN 30 mm 80 KN 30 mm
Refer to the shear diagram shown 10 kN -5 kN -10 kN -15 kN i m-2 m-2 m- Which of the following most nearly gives the maximum support reaction?
Determine the normal force, shear force, and moment at point C. Take that P = 8 kN and M = 33 kN m. (Figure 1) Figure M B . 1 of 1 -1.5 m 1.5 m 1.5 m-1.5 m-
Determine the normal force, shear force, and moment at point C. Assume A is pinned and B is a roller. Take that w = 4.2 kN/m Determine the shear force at point C. Determine the moment at point C.
Please don't provide handwritten solution .....
Verify that whether function (let a>0) can be used as stress function. If so, try to find the stress component (without force) and draw the force distribution on the plate as shown. b/2 Þ= a(xy² + x³) 6/2
Solve using the graphical method
7-11 Determine the internal normal force, shear force, and moment at points C and D of the beam. 60 lb/ft A -12 ft- -15 ft- C 40 lb/ft -B D OT -5 ft- -10 ft- 690 lb 13 12 5
Determine the single equivalent force and the distance from end A to its line of action for the beam and loading shown when FB = 10 N and MB=6 N*m. If the value of FB or MB is negative, it should be drawn in the opposite direction shown. In other words, if FB is positive, it is down; if FB is negative, it is up. If MB is positive, it is counterclockwise; if MB is negative, it is clockwise.
Q1/ Two spanners are used to tighten the pipe. If P =200 N is applied to each spanner, determine the maximum torsional shear stress developed within regions AB and BC. The pipe has an outer diameter of 25 mm and inner diameter of 20 mm.
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 m 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. d3 1 d3 d1 W1 d1 B O 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

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P7-2. force resisted by the bolt. Include all necessary free-body diagrams. determine the largest internal shear 6 kN + 10 kN 8 kN 20 kN