Probiem Ħ 22A 2000 kg rigidaut A and by. a steel rod at B.Assump iom: steel wire remdins strai gntbar A B C shown is hingedsúpportedSolve for?load (P) can be ap plied at cin steel rod islimitidto 30 000 siif stressand vertical movement of end C mustexceednot0. 381 cm Figure P-212SteelL= 4 ftA = 0.50 in?E = 29 x 10 psiAC2 ft3 ftP.

Answered: Image /qna-images/answer/2cfb0326-4c72-4a3b-8c5c-36131ca0279d.jpg

robiem Ħ 22 A 2000 kg rigid bar A BC shown is, hinged at A and súpported by, a stee! rod at B. Assump tiom: Steel wire remdins strai ant Solve for: langest load CP) can be applled at c is limitéd to 30 000 psi in steel rod if stress and vertical movement of end c must not 0. 391 cm

robiem Ħ 22 A 2000 kg rigid bar A BC shown is, hinged at A and súpported by, a stee! rod at B. Assump tiom: Steel wire remdins strai ant Solve for: langest load CP) can be applled at c is limitéd to 30 000 psi in steel rod if stress and vertical movement of end c must not 0. 391 cm

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

See similar textbooks

Similar questions

I need to solve this question as soon as possible
A rigid bar AB is hinged at A and supported by copper rod 2 m long and steel rod i m long as shown in fig. the bar carries a load of 20 KN at B. the cross section areas of steel and copper are 200 mm2 and 400 mm2 respectively find the stress in each ?rod if Es=210 GPa and Ec=83 GPa Copper rod- 2 m Steel rod. -1 m- 1 m 2m -1 m- B 20 KN
I neeed typing clear
A prismatic bar is supported between two rigid supports as shown in figure. The support reaction will be A B C 10 kN 1 m 2 m
The L-shaped rigid bar shown is pin connected at C, welded to a rigid bar AB at point B, and rests on a composite bar at D. Rigid bar AB is attached to two identical rubber (G = 150 MPa) pads with the shown dimensions and having a thickness of 30 mm each. Meanwhile, composite bar DE is made of hollow aluminum (with outer diameter do and inner diameter di, E = 70 GPa) surrounding a solid steel rod (diameter = di, E = 200 GPa). Determine the maximum force P that can be applied to the rigid bar at B if the allowable normal stresses in aluminum and steel are 80 MPa and 200 MPa, respectively and the shear stress in rubber is 30 MPa.Use the following values:Parameters s = 135 mm x = 3.8 m y = 5.5 m do = 60 mm di = 35 mm
The horizontal beam ABC shown in thefigure is supported by columns BD and CE. Thebeam is prevented from moving horizontally bythe pin support at end A. Each column is pinned atits upper end to the beam, but at the lower ends, supportD is a sliding support and support E is pinned.Both columns are solid steel bars (E = 30 x 106 psi)of square cross section with width equal to 0.625 in.A load Q acts at distance a from column BD.(a) If the distance a = 12 in., what is the criticalvalue Qcr of the load?(b) If the distance a can be varied between 0 and40 in., what is the maximum possible value ofQcr? What is the corresponding value of thedistance a?
A rigid weightless be am SUPPorted at the point D by the pixed goint loo ded by the momend M is Support and points B and c holding the beam horisonta lly . a + the ver tical bs connected are For the data listed below determne ! Data > E = 2.1x10$ MPa gie ld stres 6y: 250 MPa , foctor oc Sofety Sr-1.S * Necessoy are a wetion A ? Of Cross - Other Data ; I 5 cM , a : U cm Ma SONM Safety · design method ond limit-state- mordatory. * Use both, Factorr design netled. Both net hats A.E 2A a
(c) The cross section of a quarter circular concrete block XYZof width 1.8m is shown in Figure 3. The specific weight of the concrete mix is 24 kN/m3. The hinge is along XX. Calculate the vertical force R at Y to hold the gate in this position. K Fixed slab 1.2 m Y W Fy 1.3 m FĦ D B Figure 3
2. Two initially rigid bars AC and DG are pinned at A and G and are also connected by vertical bars BD and CF, each having rigidity = AE. The temperature of bar BD is then raised by an amount AT. 1.5L B D F -2L- Address the following: a. Draw accurate and complete FBD of AC, DG, BD, CF b. Which of a. are two-force members? c. Compute the force in BD in terms of a, AT, AE d. Compute the force in CE in terms of a,AT, AE