column 350 3 kN 2 kN beam 80 140

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter7: Dry Friction
Section: Chapter Questions
Problem 7.30P: Solve Prob. 7.29 if =0.
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All-round fillet weld with a steel beam weld thickness a=6 mm and weld seam length shown in the figure welded to the steel column. Forces of 2 kN and 3 kN from the beam end in the horizontal and vertical directions, respectively has been applied. The smallest yield strength of the weld material so that the steel structure has a safety of 2.5. Calculate according to von Mises static damage theory ?

column
350
3 kN
2 kN
beam
80
140
Transcribed Image Text:column 350 3 kN 2 kN beam 80 140
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