A C230x30 is connected to a 12.7mm gusset plate as shown.Grade A242 steel F, 345 MPa is used for the connected parts. Themember is designed to resist a service dead load of 180 KN and service liveload of 360 KN. Use LRFD NSCP 2015.Design the connection to be slip-Fy = 250 MPa12.7 mm thick Gusset PLcritical if A325X bolts are used.Draw a sketch of your designapproximately to scale.What is the allowable load that theconnection can carry? NSCP 2015.C230x30Fy = 345 MPa

A C230x30 is connected to a 12.7mm gusset plate as shown. Grade A242 steel F, = 345 MPa is used for the connected parts. The member is designed to resist a service dead load of 180 KN and service live load of 360 KN. Use LRFD NSCP 2015. %3D • Design the connection to be slip- critical if A325X bolts are used. Draw a sketch of your design approximately to scale. What is the allowable load that the F, = 250 MPa 12.7 mm thick Gusset PL connection can carry? NSCP 2015. C230x30 Fy = 345 MPa %3D

A C230x30 is connected to a 12.7mm gusset plate as shown. Grade A242 steel F, = 345 MPa is used for the connected parts. The member is designed to resist a service dead load of 180 KN and service live load of 360 KN. Use LRFD NSCP 2015. %3D • Design the connection to be slip- critical if A325X bolts are used. Draw a sketch of your design approximately to scale. What is the allowable load that the F, = 250 MPa 12.7 mm thick Gusset PL connection can carry? NSCP 2015. C230x30 Fy = 345 MPa %3D

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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