1) Design the following welded connection. (St. 37), (YD.1-H). t=10 t=14 4) 2) a) Check the...
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1) Design the following welded connection. (St. 37), (YD.1-H). t=10 t=14 4) 2) a) Check the following welded connection (St. 37), (YD.1-H). P. 1,5 t t = 12. 100 4 200 P=23,5t (r.) JL 80.80.8 3) Check the following welded connection. (St. 37), (YD.1-H). -1 260 sali A....L b) In addition to the existing load determine the maximum values for tension and compression force which can be implemented in perpendicular direction to the weld. A 5.200 Pa L 80.80.8 Zy128310.12 (Y.D.IH) Check the following welded connection. (St. 37), (YD.2-HZ). Q-10 t M=3,4 t.m 1) Design the following welded connection. (St. 37), (YD.1-H). t=10 t=14 4) 2) a) Check the following welded connection (St. 37), (YD.1-H). P. 1,5 t t = 12. 100 4 200 P=23,5t (r.) JL 80.80.8 3) Check the following welded connection. (St. 37), (YD.1-H). -1 260 sali A....L b) In addition to the existing load determine the maximum values for tension and compression force which can be implemented in perpendicular direction to the weld. A 5.200 Pa L 80.80.8 Zy128310.12 (Y.D.IH) Check the following welded connection. (St. 37), (YD.2-HZ). Q-10 t M=3,4 t.m
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Angwer bo Que 3 8 12mm thickness of weld L80x80x8 As per Strength Here Strength 200mm IS8... View the full answer
Related Book For
Income Tax Fundamentals 2013
ISBN: 9781285586618
31st Edition
Authors: Gerald E. Whittenburg, Martha Altus Buller, Steven L Gill
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