Long products - Beams - Extra wide flange beams - HL and HLZ - S460 - 2. Effective section properties

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Change selection properties

Section designation		Gross area	S355				S460
			Classification		Effective area	A_eff / A	Classification		Effective area	A_eff / A
		A			A_eff				A_eff
		cm²			cm²				cm²
HLZ 1100 D		578	Class 4	W	543	0.941	Class 4	W	529	0.917
HLZ 1100 C		548	Class 4	W	511	0.931	Class 4	W	497	0.907
HLZ 1100 B		519	Class 4	W	478	0.921	Class 4	W	466	0.897
HLZ 1100 A		501	Class 4	W	460	0.918	Class 4	W	447	0.893
HL 1100 x 607	+	773	Not Class 4		773	1.000	Class 4	W	757	0.979
HL 1100 x 548	+	698	Not Class 4		698	1.000	Class 4	W	668	0.957
HL 1100 R	+	635	Class 4	W	615	0.968	Class 4	W	597	0.940
HL 1100 M		551	Class 4	W	512	0.929	Class 4	W	497	0.902
HL 1100 B		497	Class 4	W	451	0.907	Class 4	W	438	0.882
HL 1100 A		436	Class 4	W	385	0.882	Class 4	W	374	0.857
HL 1000 x 483	+	615	Not Class 4		615	1.000	Class 4	W	592	0.963
HL 1000 x 443	+	564	Class 4	W	548	0.973	Class 4	W	534	0.947
HL 1000 M		525	Class 4	W	498	0.949	Class 4	W	486	0.925
HL 1000 B		473	Class 4	W	439	0.928	Class 4	W	428	0.905
HL 1000 A		409	Class 4	W	368	0.901	Class 4	W	359	0.878
HL 1000 AA		378	Class 4	W	337	0.892	Class 4	W	328	0.868
HL 920 x 491	+	623	Not Class 4		623	1.000	Class 4	W	610	0.978
HL 920 x 449	+	571	Not Class 4		571	1.000	Class 4	W	550	0.963
HL 920 x 420		534	Class 4	W	519	0.972	Class 4	W	506	0.948
HL 920 x 390		494	Class 4	W	475	0.960	Class 4	W	463	0.936
HL 920 x 368		466	Class 4	W	442	0.950	Class 4	W	431	0.925
HL 920 x 344		437	Class 4	W	410	0.939	Class 4	W	400	0.914

+ HISTAR® yield strengths have been used in calculating capacities for this section

W indicates that the section classification is controlled by the web

Values of A_eff not in bold type are the same as the gross area

Only the sections which can be Class 4 under axial compression are given in the table

Design Data