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. Determ- ine 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. b. Use ASD. W18 x 60 amarar 7/8" PL -2L5 X 3 X 78 long legs back-to-back 120 k -2L5 x 3 x ½ long legs back-to-back Section

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. Determ- ine 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. b. Use ASD. W18 x 60 amarar 7/8" PL -2L5 X 3 X 78 long legs back-to-back 120 k -2L5 x 3 x ½ long legs back-to-back Section

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Please solve using ASD.

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. Determ-
ine 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.
b. Use ASD.
W18 x 60
amarar
7/8" PL
-2L5 × 3 ×7/8
long legs
back-to-back
120 k
-2L5 x 3 x ½
long legs
back-to-back
||
Section

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