A tensile member consists of 2 ? 4 x 3 x 1/2 carries a service dead load of 50 k and live load of 100 k, as shown in Figure P13.15. The angles are welded to a 3/4-in. gusset plate, which is welded to a column flange. Design the connection of the angles to the gusset plate and the gusset plate to the column. The gusset plate is connected to the column by a CJP groove, and the angles are connected by a fillet weld. Use E 70 electrodes. The steel is A572. FIGURE P13.15 Welded connection for Problem 13.26. 3 L4 x 3% -in. gusset plate Design welded connection 40°

A tensile member consists of 2 ? 4 x 3 x 1/2 carries a service dead load of 50 k and live load of 100 k, as shown in Figure P13.15. The angles are welded to a 3/4-in. gusset plate, which is welded to a column flange. Design the connection of the angles to the gusset plate and the gusset plate to the column. The gusset plate is connected to the column by a CJP groove, and the angles are connected by a fillet weld. Use E 70 electrodes. The steel is A572. FIGURE P13.15 Welded connection for Problem 13.26. 3 L4 x 3% -in. gusset plate Design welded connection 40°

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.6.6P

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