Applied Statics and Strength of Materials (6th Edition)
Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Chapter 19, Problem 19.26SP

The welded connection shown is subjected to an axial tensile load P of 100,000 lb. Calculate the minimum size fillet weld required the length L is 7 in. Assume an E70 electrode.

Chapter 19, Problem 19.26SP, The welded connection shown is subjected to an axial tensile load P of 100,000 lb. Calculate the

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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
The weldment shown in the figure is subjected to a static force of 100 kN. The hot-rolled steel bar has a thickness h=6 mm and is of AISI 1015 HR steel. The vertical support is AISI 1015 HR steel. The electrode is given in the table below. Use the welding code method. (a) is the weld metal strength satisfactory? (b) Is the attachment strength satisfactory? h h=6 mm b=60 mm d=90mm electrode=E6010 |-b- h F

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Applied Statics and Strength of Materials (6th Edition)

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Metal Joining Process-Welding, Brazing and Soldering; Author: Toc H Kochi;https://www.youtube.com/watch?v=PPT5_fDSzGY;License: Standard YouTube License, CC-BY