Machine Elements in Mechanical Design (6th Edition) (What's New in Trades & Technology)
6th Edition
ISBN: 9780134441184
Author: Robert L. Mott, Edward M. Vavrek, Jyhwen Wang
Publisher: PEARSON
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The design below is used for a bridge construction. All parts of the assembly are made of ASTM A36 steel and are welded with an E60 electrode. Under these conditions, the minimum size weld, according to table 20-4, should be:
5/16
3/16
3/8
1/4
1/2
5/8
Answer the following questions (use free hand sketch)
What is mean by
M24 X 2-RH
2-What is the function of a cover plate in riveted joints?
3- If a weld is to have a flat finish,
4-A key is a temporary joint (True/False).
should be added above the symbol.
5- Taper sunk key is tapered on both sides (True/False).
6- Give the suitable welding symbol for figure below
E70XX
1/4 V2 1/4
For the welding information shown, calculate the design capacity of the weld
Rweld =
k
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Machine Elements in Mechanical Design (6th Edition) (What's New in Trades & Technology)
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- Sketch a V-grooved butt joint, and label all of the joint's dimensions.arrow_forwardThe arm in the figure is combined with a rod with a diameter of d=30 mm and a neck (corner) weld with a thickness of a= 5mm to the rod wall.sourced with. The force acting on the arm is F=2 kN. The lengths are L1=L2=100 mm. Joined parts are made of St37-2 (ak=235 N/mm2) material. Welding is I. Quality and has no impact effect. Check if the source in zone A is safe. (S=1.5 V1=0.8)arrow_forward1/2-inch thick steel bar is welded to the vertical supportA) Calculate the allowable load if the electrode is E7018, the bar is 1015 cold drawn steel, the support is 1020 cold drawn steel.arrow_forward
- ASAParrow_forward4. Design a welded connection to resist the loading shown below (service load). A double angle tension member, 2 L5x5x5/16, is connected to a 3/8 inch thick gusset plate with fillet welding. Fy = 50 ksi for the angles and Fy = 36 ksi for the gusset plate. Compute the size and length of welding on the side of angles based on LRFD and indicate the information on the sketch. 1 = %" 2L5 x 5 x h6 D = 30 k L= 75 karrow_forwardUsing SMAW process, E70 electrodes and an A572 steel. Determine the length of the side fillet welds for the full capacity the 125x100x10mm angle tension member as shown below. Assume that the member is subjected to repeated stress variations making any connection eccentricity undesirable. Check the block shear strength of the member. Assume that the WT chord has sufficient strength to develop the weld strengths and the thickness of its web is 12mm. Use U = 0.87 for class use and LRFD Method onlyarrow_forward
- Draw the weld symbol for the following welded joint in Figure 1. 6 2 + (a) 6 (b) 2 (c) Figure 1 2 2 6 2 2arrow_forwardSOTH SIDES A36 8. SPACER MATERIAL 90° BACKING MATERIAL 1 1 용x글 436 АЗ6 TO BE REMOVED 11. Apply the welding symbol to the following joint members to indicate an other side square groove weld with " root opening having a class 3 consumable insert located on the arrow side. Copyright © 2015 Cengage Learning 1/4 C.arrow_forwardНome work 1. A plate( 100 mm) wide and (10 mm) thick is to be welded with another plate by means of double transverse welds at the ends. If the plates are subjected to a load of (70 kN ), find the size of weld for static as well as fatigue load. The permissible tensile stress should not exceed (70 MPa) [Ans. 83.2 mm; 118.5 mm]arrow_forward
- An axially-loaded welded angular connection is shown SD-002 . The angular section 150 x 100 x 10 mm having an area of 2400 mm? is welded to a gusset plate having a thickness of 10 mm. All steel is A 36 (Fy = 248 MPa, Fu = 400 MPa) and E (70) electrodes (Fu = 484 MPa) is used. Using the shielded metal-arc welding process. Compute the value of "a" if T = 500 kN. (Please do not round-off to whole number the required thickness, use the exact (2 decimal) value.) 150 mm SD-002arrow_forward1- Explain the meaning of each weld shown in figure below.arrow_forwardDraw the Welding symbol based on the data given • SINGLE BEVEL BUTT WELD • Flat FACE • SIZE 45 mm • HIDDEN SIDE • ALL AROUND WELDarrow_forward
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