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.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Question
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.
Transcribed Image Text:WIDE FLANGE
COLUMN
WIDE FLANGE
BEAM
SEAT ANGLE
P=22 kN
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