A double-angle tension member is attached to a 7 8 -inch gusset plate, which in turn is connected to a column flange via another pair of angles as shown in Figure P7.9-4. The given load is a service load consisting of 25 % dead load and 75 % live load. All connections are to be made with 7 8 -inch-diameter, Group B slip-critical bolts. Assume that the threads are in shear. Determine the required number of bolts and show their location on a sketch. The column is of A992 steel and the angles and plate are A36. a . Use LRFD. b . Use ASD.

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Steel Design (Activate Learning wi...

6th Edition
Segui + 1 other
Publisher: Cengage Learning
ISBN: 9781337094740
BuyFind

Steel Design (Activate Learning wi...

6th Edition
Segui + 1 other
Publisher: Cengage Learning
ISBN: 9781337094740
Chapter 7, Problem 7.9.4P
Textbook Problem

A double-angle tension member is attached to a 7 8 -inch gusset plate, which in turn is connected to a column flange via another pair of angles as shown in Figure P7.9-4. The given load is a service load consisting of 25 % dead load and 75 % live load. All connections are to be made with 7 8 -inch-diameter, Group B slip-critical bolts. Assume that the threads are in shear. Determine the required number of bolts and show their location on a sketch. The column is of A992 steel and the angles and plate are A36.

a. Use LRFD.

b. Use ASD.

Chapter 7, Problem 7.9.4P, A double-angle tension member is attached to a 7 8 -inch gusset plate, which in turn is connected to

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