typical method of temporarily securing a steel beam onto a column is by using a seat angle with bolts through the column flange. Two 12-mm-diameter bolts are used to fasten the 10-mm thick seat angle to the column. The bolts must carry the beam load of 22 kN in single shear. Determine the average shear stress developed in each bolt and the average bearing stress developed between a bolt and the seat angle.
typical method of temporarily securing a steel beam onto a column is by using a seat angle with bolts through the column flange. Two 12-mm-diameter bolts are used to fasten the 10-mm thick seat angle to the column. The bolts must carry the beam load of 22 kN in single shear. Determine the average shear stress developed in each bolt and the average bearing stress developed between a bolt and the seat angle.
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.2.4P: Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.
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A typical method of temporarily securing a steel beam onto a column is by using a seat angle with bolts
through the column flange. Two 12-mm-diameter bolts are used to fasten the 10-mm thick seat angle to
the column. The bolts must carry the beam load of 22 kN in single shear. Determine the average shear
stress developed in each bolt and the average bearing stress developed between a bolt and the seat
angle.
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