H.W A Solid Steel bar of dlameter 6omm and length350 mm is Placed inside an aluminum cylinder öf Insidediameter Femm and out side d lameter Ilomm,a comPressive load of looo lais applied on the assembly,find the stresses in the bar and the cylinder ? takeEst = 200GPa and EAl = F0GPan%3DCover Plate0.25mmd-do35ommA lum. cylinderSteel bar

Answered: Image /qna-images/answer/1cb79eb6-e395-4603-b5ee-bd05f700dda5.jpg

35o mm is Placed inside analuminum cylinder of Inside diameter Fomm and out side d lameter Ilomm, a compressive locad of loo0 la is appliedon the assembly, find the stresses in the bar and the cylinder? take Est= 200G Pa and EAl= 70G Va. %3D %3D P=lo00 Cover Plate 0.25mm d- di do 350mm A lum, cylinder Steel bar

35o mm is Placed inside analuminum cylinder of Inside diameter Fomm and out side d lameter Ilomm, a compressive locad of loo0 la is appliedon the assembly, find the stresses in the bar and the cylinder? take Est= 200G Pa and EAl= 70G Va. %3D %3D P=lo00 Cover Plate 0.25mm d- di do 350mm A lum, cylinder Steel bar

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

7 Enercise:- 30 long with is subjected to a Assuming deformation is entirely elastic and manimum allowable elongation tensile 30000y that the is 0.3 mm while manimum. allowable reduction in, digmeter is 0.015mm. choose amory below only. candidate meeting requirent E (GPa) A cylindrical rod 100 mm diameter of 12 mm load of 30000 N. Aluminium alloy Bronze Titanium allow 70 100 110 U(Poiss ons vahi) 0.33 0.34 0.3
Two circular shafts are joined together between fixed supports to resist a torsional moment of 80 kN-m as shown. Determine the absolute value of the maximum torsional shear stress of the hollow steel shaft (in MPa). 20 IN-m Sm stcel hellw circalar duminum Selid circular D= 75 mny Do- IDO mn D> 80 mm G- D GPon 6- IS0 EPa
4 A flanged bolt coupling has ten 12-mm di ameter steel bolts on 500 mm diameter b olt circle and six 16 mm diameter aluminu m bolts on 300 mm diameter bolt circle. T he maximum shear stresses of the materi als are 60 MPa in steel and 40 MPa in al uminum. Use G = 80 GPa for steel and 3 0 GPa for aluminum. What is the maximu m required shear strength of each alumin um bolt to determine the maximum torqu e that can be applied to the system? Dra wing not included in this problem.
pon 9.18 A steel rodin. in diameter and 25 ft long is subjected to an ace axial tensile load of 15,000 lb. Compute (a) stress ons Lanogsib & new (b) strain (c) total elongation aaste sviesiqmos srit nimmst gaites 900 viss srit .rwoda al
rectanqular seetion with width bz250 and depth h= 500mm is to carcry a A m %3D design bending moment M= 260KN•M, The conerete is of greade e30 and the tensile steel is of HRB400. The tension reinforzce. ment A, is requined.
10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 10 MPа О 12.5 MPa 15 MPa 8.5 MPa O no one O ---.. O- O O 300mm 8 mm
The assembly consists of two red brass C83400 copper rods AB and CD having a diameter of 30 mm, a 304 stainless steel rod EF having a diameter of 40 mm, and a rigid member G. If the supports at A, C, and F each have a stiffness of k= 200 MN/m determine the average normal stress developed in the rods when the load is applied. A C -300 mm- 30 mm 30 mm B D G E 450 mm 40 kN 40 kN 40 mm F
Determine the principal stresses. Show all results on complete sketches of differential elements. (input the Maximum Principal Stress in the answer box) ox- 65 ksi, ay - 89 ksi, Dxy - 58 ksi
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
Homework: A helica) cast steel with 3. helix angle has to tanmiz 35 KW at 1500 YPu. Gear has 24 teeth, 2 full depth. Tha Static Stress for Cast Steel maybe taken as 56 Mpa.. The width. of face may be talcen as 8 time) th module. Assum e : Cs =l, Ep=E= Ges=300 HPa , be =60 MPa, Calculate: WA, WNm, b, VR, = 200G Pa C=40.
2- A 2m COPPER BAR SUBJECTEO TO A TENSILE IS SUSPENDED FROM A LOAD IBO KN SUPPORTED BY TWO IDENTICAL PIN THAT S pOSIS AS SHON OF THE LOWER AFPLIED TENSILE POSTS SUPPORT THE STEEL DETERMINE THE TOTAL DEFORMATION END OF THE LOAD HINT: NOTE THAT THE STEEL PIN WHERE THE COFPER BAR IS ATTACHED. COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am A= 4800 Mn E- l20 GPa 180KN
The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P 20 KN is applied. Shool E-200 GPa A-600mm- L-1 m 2.0 m 0.6 m 1.5 m D. VP-20 KN Aluminum E-70 GPa A-900mm L-1.5 m What is the axial deformation of steel rod in mm?