Use the provided data wherever you need.((transmitted power 0.050 MW, speed 500 rpm, Modulus of Elasticity 220GPa, Modulus of Rigidity = 70 GPa, Ultimate stress = 620 MPa, Compressionstress = 240 MPa, Yield stress 440 MPa, Shear stress = 120 MPa, F.S. = 4,Bending moment 0.5 KN m, diameter of rivet 10 mm, pitch 50 mm)).Q2. For the 50 mm shaft shown in figure. 2. If a torque T and moment M areapplied to the shaft, use the suitable theories to design the welding joint. Checkthe whole system.M以Figure 2

For solution refer below images.

Answered: Q2. For the 50 mm shaft shown in…

Q2. For the 50 mm shaft shown in figure. 2. If a torque T and moment M are applied to the shaft, use the suitable theories to design the welding joint. Check the whole system. M .T Figure 2

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

Q-2 A portion of the stress–strain curve for a stainless steel alloy is shown in Figure Q-2. A 550 mm long bar is loaded in tension until it elongates 4.4 mm, and then the load is removed. (a) Determine the permanent set in the bar. (b) Determine the length of the unloaded bar. (c) If the bar is reloaded, determine the proportional limit. [Use the figure to make necessary drawings/markings to show your solution strategy!
Q4/ Answer one of A) A cylindrical rod of 16 mm diameter is made of plain carbon steel. It is subjected to axial load of 5000 N, a steady torque of 50 N-m and bending moment of 75 N-m. Using the theories of failure to calculate:- 1) The factor of safety available. Assume yield strength as 400 MPa for plain carbon steel. And then comment on the result you get. 2) The maximum yield strength of shaft material would be necessary using factor of safety of 1.686.
Please solve 1 and 2 with neat good explainations please
Calculate the riveted joints, find its efficiency and draw a suitable sketch. Thickness of the plates – t, mm is 12 Width of the plates – b, mm is 150 Load – P, kN is 20 Note. Choose a suitable material, determine its tearing stress. Take permissible shearing stress - teta=0.7sigmat ; Permissible crushing stress - sigmac=1.5sigmat ;
Solve correctly
Need help on all questions. Please include all units, steps to the problem and information such as its direction or if it is in compression or tension. Thx.
Assignment 2 A Copper bar is loaded as shown complete the following: a. Draw a neat shear force and bending moment (Table of values is required) b. Calculate the maximum bending stress, clearly indicate where this occurs c. Calculate the maximum shear stress, clearly indicate where this occurs d. Plot the bending and shear stress for the cross section at x= 4 ft. from the left hand support. Clearly show the calculations were made at the following positions: y-0, 2, 4, 6, 8, 10 and 12 35 Ib/ft. 200 Ib Beam cross section 12 65" 8 ft. 5ft. 3 ft.
Determine the distance x bar for the problem in example ?
Hi, I have been given this pin-jointed frame analysis to solve (see pictures of the structure attached). Can you help me answer all the questions below? Especially the one about the bending moment and shear force. The Figure 2 attached is a simplified structure to undertake a structural analysis on a concept design for a low cost stroller/buggy for children. The buggy consists of a number of metal sections that are pin-jointed together. The buggy is designed to accommodate a child of mass no more than 20 kg, sat on the seat which is supported at four points (Fc) on the frame of the buggy. Assume that the weight of the child is equally distributed across all of the points indicated on Figure 2 as Fc. Assume that there are no additional forces applied to the handle of the buggy, that the buggy is static (stationary) and that the buggy, and the elements of the frame have no mass. At points A and G, there are roll supports. At Points B, F and D there are the pin supports. I am required…
Find the smallest and safestd of the link as shown on the figure, if the working stress is equal to your SN mPa. FN kN FN kN
• Compute the maximum shear stress and angle of twist of each type of shaft below. – Closed tube shaft – Open tube shaft • Briefly describe which type of shaft is more effective. • See the dimensions of each tube, the value of internal torque, and the shear modulus in the next page.
Describe the Moment Arbitrarily Applied?