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 Lamamutax 300 mm A Determine the efficiency in percentage. с 90.15 10 mm 94.58 DOOG OOO OO T/2 10 mm T/2 B D 93.19 90.61

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 Lamamutax 300 mm A Determine the efficiency in percentage. с 90.15 10 mm 94.58 DOOG OOO OO T/2 10 mm T/2 B D 93.19 90.61

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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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 mr 10 mm T/2 300 mm T/2 Determine the capacity of the connection if shearing governs in kN. A 1548.58 B 1170.56 1290.62 D 1439.25 000
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The connection shown in the figure 2-28 consist of 10 A490 bolts and is attached to the column flange. The bolts are subject to shear and tension in a bearing -type connection with no threads in the shear plane. Assume the strength of column flange and the plates does not govern the strength. a Investigate the adequacy of the bolts if P= 300KN b. Determine the safe value of P
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