A bolted connection shown is bolted with a A-325 bolts with an allowable shearing stress of 207 MPa. A-36 steel is used. The applied force T" is equally divided among the bolts. Assume bolt hole diameter to be 3 mm bigger than bolt diameter. Diameter of bolt is 20 mm. T/2 T/2 10 mm 10 mm T/2 300 mm T/2 Determine the efficiency in percentage. A 90.15 B 93.19 94.58 D 90.61 00

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A bolted connection shown is bolted with a A-325 bolts with an allowable shearing stress of 207 MPa. A-36 steel is used. The applied force T" is equally
divided among the bolts. Assume bolt hole diameter to be 3 mm bigger than bolt diameter. Diameter of bolt is 20 mm.
T/2
T
T/2
10 mm
10 mm
T/2
300 mm
T/2
Determine the efficiency in percentage.
A
90.15
B
93.19
94.58
D
90.61
00
000
Transcribed Image Text:A bolted connection shown is bolted with a A-325 bolts with an allowable shearing stress of 207 MPa. A-36 steel is used. The applied force T" is equally divided among the bolts. Assume bolt hole diameter to be 3 mm bigger than bolt diameter. Diameter of bolt is 20 mm. T/2 T T/2 10 mm 10 mm T/2 300 mm T/2 Determine the efficiency in percentage. A 90.15 B 93.19 94.58 D 90.61 00 000
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