One leg of an 8 x 8 x 3/4 angle is to be connected with side welds and a weld at the end of the angle to a plate behind, to develop the loads PD = 170 k and PL = 200 k. Balance the fillet welds around the center of gravity of the angle. Using LRFD and ASD methods, determine weld lengths if E70 electrodes and maximum weld size is used.

One leg of an 8 x 8 x 3/4 angle is to be connected with side welds and a weld at the end of the angle to a plate behind, to develop the loads PD = 170 k and PL = 200 k. Balance the fillet welds around the center of gravity of the angle. Using LRFD and ASD methods, determine weld lengths if E70 electrodes and maximum weld size is used.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.4P: Select an American Standard Channel shape for the following tensile loads: dead load = 54 kips, live...

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