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STEEL BEAM-TO-COLUMN CONNECTION

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Respected sirs,

	i am carrying out seismic (pseudo-static)testing of steel moment
connection in our
laboratory. in one of the testing the column flange at the vicinity
of the connection region has fractured,after the subassemblege
had shown sufficient post yield behaviour. Now i want to retrofit
the subassemblege, is it possible to retrofit the specimen with
column flange fractured?
thanks



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		      Aniruddha Moitra
                      M.TECH ( Structures )
		      I.I.T KANPUR
	              ROOM NO - E114 : HALL-V
		      KANPUR-208016
		      e-mail -moitra(--nospam--at)iitk.ac.in

		   
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