H.W A Solid steel bar of diameter 60mm and length 350 mm is placed inside an aluminum cylinder of inside diameter 70mm and outside diameter Ilomm, a compressive load of looo la is applied on the assembly, find the stresses in the bar and the cylinder? take. Est = 200GPa and EA1 = 70 Gra. P=1000kN Cover Plate 0.25mm did do 350mm Alum, cylinder Steel bar

H.W A Solid steel bar of diameter 60mm and length 350 mm is placed inside an aluminum cylinder of inside diameter 70mm and outside diameter Ilomm, a compressive load of looo la is applied on the assembly, find the stresses in the bar and the cylinder? take. Est = 200GPa and EA1 = 70 Gra. P=1000kN Cover Plate 0.25mm did do 350mm Alum, 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

jp
Please no hand writing solution
Need correctly in neat and clean handwritten solution explaining every steps
#2 will upvote to anyone who will answer
15 kip Specific Weight y Elasticity E Rigidity G (Ib/in") Modulus of Modulus of Yield Strength (ksi) Materials (10) ksi (10) ksi Tens. Comp. Shear A - Structural A36 - Stainless 304 - Tool L2 0.284 29.0 11.0 36 36 Steel 0.284 28.0 11.0 30 30 Alloys 0.295 29.0 11.0 102 102 2 ft 4 kip 4 kip The A-36 steel bar shown in the figure is made from two segment shaving cros OSS- B sectional areas of AAB-lin^2 and ABD=2in^2. Determine the vertical displacement of end A and the displacement of B relative to C. 1.5 ft 8 kip 8 kip| C 1 ft D
Urgent, thanks fast please
Need neat and clean handwritten solution
I need the answer as soon as possible
FN= 119 mPa, SN= 93MPa. provide fbd
An unstiffened web I-section fabricated from a 10 mm thick plate by fillet welding as shown in the figure. If yield stress of steel is 250 MPa, the maximum shear load that section can is take is [2 Marks] 10 mm 300 mm 10 mm 200 mm
Note:please help us in this sample given problem thank you
The column above is subjected to axial loading only. Assume the following: • E= 29000 ksi G = 10000 ksi • = 986 in4 A = 60 in? • L= 20 ft • Grade 60 steel (60 ksi yield stress) • The column is fixed at the top and pinned at the bottom Which of the following is closest to the maximum normal stress the column can support (before yielding or buckling)? 167 ksi 24 ksi 42 ksi 60 ksi