Example 27.2. A 100 mm x 10 mm plate is to be150 mm x 10 mm by the fillet welding on three sides. The size of the weld is 6 mm. Find outthe necessary over lap of the plate, for full strength of the joint. Take allowable tensile stressin plate equal to 150 N/mm and allowable stress in weld as 110 N/mm.welded to another plate

Answered: Image /qna-images/answer/95275ebe-83ea-4de9-9e21-1796f946c016.jpg

Answered: Example 27.2. A 150 mm x 10 mm by the…

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

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3.) The diagram below shows a 5.5m long double angle brace which is connected by 6mm welding connection. The length of weld shown in the picture is 300 mm on the top and 100 mm on the bottom. The 2-L127x 89x6.4 are 300W steel and long leg back-to-back. The braces are to be welded to a 12 mm 350W steel gusset plate. Determine the factored tensile capacity of the angles. Any intermediate connections that are required should also be specified. 740 kN -12 mm Gusset Plate
7) For double side parallel fillet weld subjected to an external force 100 kN. The weld has throat thickness of 5 mm and the measured shear stress is found to be 100 MPa. From the above given information find out the length of the welded joint desigN? O 100 mm 50 mm 25 mm 10 mm
(1) What are the methods used to obtain a good weld when welding steel when the carbon content is high? b) Find the appropriate size and length for the weld joint shown in the figure if the strength is equal to (70000Ib) and the allowable shear stress value is 40ksi and the weld rib dimension is (1/4in)
Q3 (a) What are the methods used to obtain a good weld when welding steel when the carbon content is high? b Find the appropriate length of the weld joint shown in the figure if the force is equal to (60000lb) and the operating stress value is (60ksi) and the size of the weld is (1/4in).
8. Design the length of weld (L) in the connection below to develop the full tensile capacity of the plate. Use E70 electrodes and 1/4" side fillet welds. The material is ASTM A36 Steel and the allowable axial tensile stress is 22,000 psi. (show all your work) "L" PL 1/2" PL 3/8" x 6" P
4. A steel cylindrical vessel 2m in diameter has a wall thickness of 20 mm. the longitudinal join of material is welded with a tensile strength (UTS) of 130 MPa and the plate material has a UTS of 200 MPa. The vessel has a working pressure of 0.6 MPa. Calculate (a) the efficiency of the weld (b) the stress at the welded seam (c) safety factor of the vessel.
Нome 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]
8.6 A welded joint, as shown in Fig. 8.77, is subjected to an eccentric load of 2500 N. Find the size of the weld, if the maximum shear stress in the weld is not to excecd SO N/mm?. (6.4 mm) 2500 N 150
Ex Welding.pdf → The Figure shows a 0.75-in-thick AISI 1020 HR steel bar subjected to a load of (F = 1.4 kip) and welded to a vertical support using a 7010 electrode. Estimate the shear stress for the weld. For the AISI 1020 HR steel bar, S, = 30 kpsi, Su= 55 kpsi (from the table) From the pattern of weld shown below, b= d = 2 in (welding table) bd2 * = b/2 ý = d/2 A = 1.414hd Then, A = 1.414hd = 1.414(5/16)(2) = 0.884 in? I= bd/2 = 2(4)/2 = 4 in 1= 0.707hl, = 0.707(5/16)(4) = 0.884 in Primary shear: F t%3D A 1.4 = 1.584 kpsi 0.884 Secondary shear: Mr " = 1.4(7)(1) = 11.086 kpsi 0.884 Then, the shear stress is 1=Vr2 + t"2 = V2.509 + 122.9 = 11.2 kpsi . Ans II
A plate 100 mm wide and 10 mm thick is to be welded with another plate by means of transverse welds at the ends. If the plates are subjected to a load of 70 kN, find the size of weld for static load The permissible tensile stress should not exceed 70 MPa.
Two plates, 25 mm thick, are welded together by means of trans verse-fillet welds. The ultimate tensile strength of a weld metal is 415 MPa. The surface finish factor of the weld surface is 0.5, and the size factor is 0.85. The reliability is 90%. Determine the length of the weld if the factor of safety is 2. The transverse force on the welds is 100 kN, which is completely reversed under fatigue loading. Take: A=10mm 25 Toe Р.
11.16 Two 20-mm steel plates are butt-welded together. Both the plate and the welding electrode materials correspond to strength properties of Su = 500 MPa and S, = 400 MPa. The imposed loading fluctuates rapidly between -20 and +60 kN. Estimate the length of weld required in order to provide a safety factor of 2.5: (a) If the weld reinforcement is not removed. (b) If the excess weld material is carefully ground off to provide smooth, continu- ous surfaces.

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