Two 3/16" E70 fillet welds of 15 in. Iong are subjected to a load P. Using LRFD, compute the available weld strength for the following cases: Q1 a. Check minimum and maximum weld length requirements. b. The load P is parallel to the welds as shown in the figure. c. The load P is rotated 45° with respect to the longitudinal (horizontal) axis of the welds 15 in.
Two 3/16" E70 fillet welds of 15 in. Iong are subjected to a load P. Using LRFD, compute the available weld strength for the following cases: Q1 a. Check minimum and maximum weld length requirements. b. The load P is parallel to the welds as shown in the figure. c. The load P is rotated 45° with respect to the longitudinal (horizontal) axis of the welds 15 in.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter8: Eccentric Connections
Section: Chapter Questions
Problem 8.4.1P: Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).
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