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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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