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Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4- 22 mm diameter bolts. 12 mm bolts t12 mm t12 mm P, P- P. 300 75 75 75 Edge distances 75 mm dhole for tensile and rupture - de +3 mm dhole for bearing strength for Le d + 1.5 mm Fy 248 MPa F.-400 MPa

Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4- 22 mm diameter bolts. 12 mm bolts t12 mm t12 mm P, P- P. 300 75 75 75 Edge distances 75 mm dhole for tensile and rupture - de +3 mm dhole for bearing strength for Le d + 1.5 mm Fy 248 MPa F.-400 MPa

Structural Analysis
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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Edge distances 75 mm dhole for tensile and rupture - d, +3 mm dhole for bearing strength for L- d, + 1.5 mm Fy - 248 MPa Fu 400 MPa Fo 330 MPa Use LRFD design method. Determine the design strength due to the gross yielding of plates. (kN)
Transcribed Image Text:Edge distances 75 mm dhole for tensile and rupture - d, +3 mm dhole for bearing strength for L- d, + 1.5 mm Fy - 248 MPa Fu 400 MPa Fo 330 MPa Use LRFD design method. Determine the design strength due to the gross yielding of plates. (kN)
Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm diameter bolts. 12 mm bolts t=12 mm t=12 mm P. P- P 300 75 75 75 Edge distances -75 mm dhole for tensile and rupture d, +3 mm dnole for bearing strength for L- de +1.5 mm Fy 248 MPa F.- 400 MPa
Transcribed Image Text:Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm diameter bolts. 12 mm bolts t=12 mm t=12 mm P. P- P 300 75 75 75 Edge distances -75 mm dhole for tensile and rupture d, +3 mm dnole for bearing strength for L- de +1.5 mm Fy 248 MPa F.- 400 MPa
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