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 = 400MPa). Use NSCP 2015 provisions. For Plate: t = 12 mm, width = 350 mm For Rivet: Diameter = 20 mm 70 100 P 70 80 70

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 = 400MPa). Use NSCP 2015 provisions. For Plate: t = 12 mm, width = 350 mm For Rivet: Diameter = 20 mm 70 100 P 70 80 70

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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Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

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 = 400MPa). Use NSCP 2015
provisions.
For Plate: t = 12 mm, width = 350 mm
For Rivet: Diameter = 20 mm
70
100
P
70
80
70

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