I want a human solution HWTwo steel rods of rectangular cross-setion are weldedtogether asshownThis rods are welded to machinedform load 500N is appliedonright rod end. Find therelational ship between weld sizes (h1 and h₂) foroptimum design. [optimum meansinthatany Pointthe structure have the sam strenght.]-answer41/421.553.=h₂50005020'200mm200 mmb

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Answered: HW Two steel rods of rectangular…

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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I need answers to parts 7, 8, and 9, pertaining to the print provided.
O wrapping the weld around the corner a minuimum of the specified weld size and ar wrapping the weld around the corner for a distance not less than two times nor mor QUESTION 4 On all CJP groove welds in butt joints transverse to the computed tensile stress, they:. O A. Shall have no visible porosity that exceeds 1/32" O B. shall have no visible porosity that exceeds 3/32" O C. shall have no visible porosity O D. shall not have a sum of visible porosity that exceeds 3/8" O E. shall not have a sum of visible porosity that exceeds 1/2" QUESTION 5
An angle iron made of AISI 1040 CD steel is welded to metal as shown and loaded with a dynamic load varying between +40kN and +60kN. E70XX (Sut = 482MPa, Sy = 393MPa) will be used as the welding electrode. Find the factor of safety of the weld zone. Note: that both static and dynamic loads are applied to the source.
The value for the area is correct please answer the remaining 2 problems!! Thanks!
1. A butt weld is set on the cross section of an I-shaped beam. There are bending moment M and shear force V at the splicing position, where M=1120 kN•m and V= 374 kN. The beam is made of Q355b steel and semi-automatic weld is used with welding rod E50. The design value of the weld tensile strength f," is 260 N/mm². Please check whether the strength of the butt weld is safe by calculation. 280 M M 0001
هنا زيد علي عبد المحسن Quiz/ If the weld size equal to (0.9 cm) find the max allowable shear stress (Tmax) for figure (1) bellow? All dimensions are in mm. fuds L 320 mm Fig. 1 CUS 110 F = 400 N 235 160 36.23% Sin@ X ELX 12 9
The beam shown is 1000 mm long with cross section of 50 mm by 100 mm, and is subjected to a load of 500 kgs. A 7018 electrode is used to weld the beam section all around [as shown]. Weld size is 12 mm. Approximate the maximum stress in the weld. Compare the maximum weld stress with the strength of the electrode. 12 F 1000 100
40.00 30.00 100.00- 100.00 P = 1000 N A=167 d=140.00 100.00- -b 20.00 200.00 Weld Strength P = 273 N/mm^2 Electrod E60 Safety factor S₁ = 3 Force P = 1000 N Using by SOLIDWORKS
Te - Effective throat thickness well in mm = 6 sin45° Consider the following drawing in which plate 1 is welded onto plate 2 as shown for tensile and shear loading. The plates are fillet welded with a weld thickness of 6 mm as shown for a length of 150 mm. The plates have an ultimate strength of 275 MPa and the welding was done with F70 welding electrodes, which possesses an ultimate strength of 483 MPa. Consider a partial factor of safety of 1.7 for the welded joint and determine the design strength of the weld joint, both in tension (Tdw) and in shear (Vdw) due to the forces acting on it. a) Determine the design strength of the following weld in tension ( ) due to vertical forces. b) Determine the design strength of the weld in shear ( ) due to horizontal forces. Attached pic is shear equation for calculation Tension equation for calculation is: Tdw = FyLwte /Ymw
Problem 3.1: Determine the design strength of a 1 mm length of a 6.35 mm fillet weld formed by the shielded metal arc process (SMAW) and E70 electrodes with a minimum tensile strength Fexx = 483 MPa. Assume that the load is to be applied parallel to the weld length. Problem 3.2: Repeat problem 3.1 if the weld is 500 mm long. Problem 3.3: Repeat problem 3.1 if the weld is 750 mm long. Problem 3.4: Repeat problem 3.2 if the application of the load is at an angle of 35 degrees from the longitudinal axis of the weld. Problem 3.5: Repeat problem 3.3 if the application of the load is at an angle of 35 degrees from the longitudinal axis of the weld.
A U-groove weld is used to butt weld 2 pieces of 7.0-mm-thick titanium plate. The U-groove is prepared using a milling cutter so the radius of the groove is 3.0 mm. During welding, the penetration of the weld causes an additional 1.5 mm of material to be melted. The final cross-sectional area of the weld can be approximated by a semicircle with a radius of 4.5 mm. The length of the weld is 200 mm. The melting factor of the setup is 0.57 and the heat transfer factor is 0.86. (a) What is the quantity of heat (in Joules) required to melt the volume of metal in this weld (filler metal plus base metal)? Assume the resulting top surface of the weld bead is flush with the top surface of the plates. (b) What is the required heat generated at the welding source?

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