9-9. The assembly consists of two 10-mm diameter redbrass C83400 copper rods AB and CD. a 15-mm diameter304 stainless steel rod EF. and a rigid bar G. If P-5 kN,determine the horizontal displacement of end Fof rod EF.-300mm450 mm

Given data: Diameter of brass rod AB and CD, dAB = dCD = 10 mm Diameter of stainless steel rod EF,…

Answered: 9-9. The assembly consists of two 10-mm…

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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The steel members are pinned at points A, B, and C and are joined by joint D as shown. If the ultimate load capacity of each is 30 kN and are identical of material and cross section, A C 70 35 P. Determine the maximum stress (MPa) of bar AD if its cross section is 600 mm Select the correct response: O 81.92 50.00 O17.10 O30.50
Solve correctly please this ???
I need help with this problem. (The answer should be 23kN)
F8-1. Determine the vertical displacement of joint B. AE is constant. Use the principle of virtual work. F8-2. Solve Prob. F8-1 using Castigliano's theorem. 600 N 3 m 4 m- B Probs, F8-1/2
Please help. Provide Free Body Diagram, labeled with appropriate quantities to better understand. Also solve. Thank you.
75 kN rod in shape AAB= 600 mm² ve ABc=AcD= 1200 mm2'lik Im 20 kN 20 kN It is made of two stages. Determine the displacement at end A (mm) E = 200GPA 0.75 m 40 kN 40 kN 0.5 m D Formüller: F.L AL = a.L.AT , AL = A.E F O =- A O =E.ɛ, &= %3D AV TL T.p V G.J J 6, =÷6, -v(0, +o,), o=-y, o =,=- M M F
The shaft ABCDE is under equilibrium. Determine the internal torque in section (3). 39.00 N-m 37.00 N-m 16.00 N-m 6.00 N-m (3) Select one O a 16 N.m O b.-16 N.m Oc 10 N m Od-10 N.m e. 37 N.m f. None
Treactuon Prob2 750N)m B 90DN-m The compound shaft 1200N-m C has a uniform Cross sechonal area with the ginen le ngth op each segment. 3 Diff diameter Usng the applied torque on the indicate porition ,det. the safe dia of the shaft f the allow stress m each from Anqular seg ment u shown + 3,4m 2.3m 15m Hint : Allow Torsional Segment Stress G from stress analy sis 70 GAa AB GOMPA, 89GPA BC 28GPA CD 75MPA' 50 MPa t one Ans of di ameter defomato. the free end angular de formatun u limited to 2,8°
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The pin support A and roller support B of the bridge truss are supported on concrete abutments. If the allowable bearing stress of the concrete is oallow = 2 ksi, determine the required minimum dimension of the square bearing plates at C and D to the nearest 1/16 in. 150 kip 100 kip B 200 kip 300 kip 300 kip 300 kip 300 kip -6 ft --6 ft--6 ft--6 ft--6 ft--6 ft-
F8-11. Determine the vertical displacement of joint C. AE is constant. Use the principle of virtual work. F8-12. Solve Prob. F8-11 using Castigliano's theorem. H G 2 m B 30 kN 2 m C -2 m 40 kN D 30 kN Probs. F8-11/12 2 m- 2m

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9-9. The assembly consists of two 10-mm diameter red brass C83400 copper rods AB and CD. a 15-mm diameter 304 stainless steel rod EF. and a rigid bar G. If P-5 kN, determine the horizontal displacement of end Fof rod EF. -300mm 450 mm