staggered ction is sh force that the plate could carry. Assume A36 steel (Ey = 248 MPa, Fu provisions. For Plate: t = 12 mm, width = 350 mm For Rivet: Diameter = 20 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A staggered connection is shown in the figure. Using LRFD & ASD, determine the maximum tensile
force that the plate could carry. Assume A36 steel (Fy = 248 MPa, Fu = 400OMPA). Use NSCP 2015
provisions.
For Plate: t = 12 mm, width = 350 mm
For Rivet: Diameter = 20 mm
70
100
70
80
70
Transcribed Image Text:A staggered connection is shown in the figure. Using LRFD & ASD, determine the maximum tensile force that the plate could carry. Assume A36 steel (Fy = 248 MPa, Fu = 400OMPA). Use NSCP 2015 provisions. For Plate: t = 12 mm, width = 350 mm For Rivet: Diameter = 20 mm 70 100 70 80 70
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