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Page 8 of 14 National Evaluation Report No. NER-520 <br /> INSULSPAN <br /> MAXIMUM ALLOWABLE HEIGHTS FOR AXIAL LOADS <br /> SKIN THICKNESS = 7/16 IN. <br /> PANELTHICKNESS = 6-3/81N. <br /> AXIAL LOAD <br /> (MOP1-BE/1R1►dG) <br /> 0 PlF ECCENTkICt7Y m O IN. ECCENTRICiTY a S-31181NCHES <br /> yy�Plp pRESSURE W�1D PRESSURE <br /> 10 15 20 2S 30 10 15 20 25 30 <br /> NO SPLINE 23' 19' 18' 14' 13' 23' 19' 18' i4' 13' <br /> SINGLE SPLJNE <br /> SPFf2 28' 2[►' 1E l4' t3' 2B 20' t6 14' 13' <br /> SYPl2 2T 23' 19' 15 t3' 2T 2� 18' 1S 13' <br /> LVL 2T 23' 20' 18' t8' 2T 23' 20' 18' 16' <br /> DOUBLE SPLINE <br /> SPF f2 2T 23' 20' 18' 1 T 2T 23' 20' 18' 1 T <br /> SYP#2 2T 24' 21' 19' 1T 2T 24' 21' 19' 1 T <br /> LVL 28' 24 2t' 19' i T 28' 24` 21' 19' 1 T <br /> AX1AL LOAD <br /> 1000 PLF ECCEtJTRICfTY= 0 fN. ECC£MRICITY= 3-3/161NCHES <br /> WI1Vp pRESSURE WIND PRESSURE <br /> 10 15 20 25 30 10 15 20 25 30 <br /> NtOSPI.lNE 21' 1� 1S 14' 12' 21' 78' 1S t4' 17 <br /> SINGLE SPLINE <br /> SPF�2 25 20' i6' 14' 13' 25 2ff 16 i4' 13' <br /> SYP f2 25 Y2' 19' 15 13' 26' 27 19' 15' 73' <br /> LVL 28' 23' 20' i8' 18' 26' 27 20' 18' 16' <br /> DOUBLE SPLINE <br /> SPF�2 28' 23' 2tY t8' 1T 28' 23' 2(lr 18' 1G <br /> SYP�2 2T Y3' 21' 19' 1 T 2T ?3' 20' 18' 1 T <br /> LVL 2T 2A' 21' 19' 1T 2T 24' 21' 98' 1T <br /> AXL4L LO/1D <br /> 2000 PLF ECCENTRIGTY= 0{N. ECCENTRIGTY= 3�16 INCHES <br /> PRESSURE WIND PRESSURE <br /> 10 15 20 25 30 10 15 20 25 30 <br /> NO SPLMIE 20' 1 T 1 S 13' 72' 14' 17 11' 9' 9' <br /> SINGLE SPLINE <br /> SPFS2 I 24' 20' 1B 14' 13' 1T iS 13' 12' 11' <br /> SYP�2 2S' 22' 19' 15 13' 18' 15 13' 77 11' <br /> WL 25' 22' i9' iT 18' 18' 15` 14' f7 11' <br /> DOUBLESPUNE <br /> SPFaR2 25' 22' S9' 1T 1E 18' 16 14' 17 11' <br /> SYPl2 26' 23' 2(1' 18' 16' 19' 1G 15' 13' 12' <br /> LVL 26' 23' 20' 18' 1 T 20' 1 T 1 S 13' 17 <br /> AXIAL LORD <br /> 3000 PLF ECCENTRICiTY= 0 IN. ECCENTRICITY= 33/t B INICMiES <br /> WIND PRESSURE WIND PI2ESSURE <br /> 10 15 20 25 30 10 15 20 25 30 <br /> NO SPLINE 19' 18' 14' '17 11' — — — — — <br /> SINGLE SPUNE <br /> SPF�2 21' 18' 1G 14' 13' — — — — — <br /> SYP i2 22' 19' 18' 15 13' — — — — — <br /> LVL 27 18' 1 T 1 S 14' �' 4' — — — <br /> DOUBLE SPLINE <br /> SPFl2 22' 19' 1T 15' 14' S 4' 4' — — <br /> SYP t2 23' 19' 7 T 18' 14' T 5 9 S 5 <br /> LYL 23' 20' 1 T 18' 14' 8' T B G S <br /> See Paqe 11 of this report for footnotes OO INSULSPAN 2000 <br /> Table 3.Allowable Heights for A�cial Loads on Insulspan Panels–6-3/8 Inch thick 9/9/99 <br /> 1_0 SUBJECT 3_0 DESCRIPTION 6_0 EVIDENCE SUBMITTED <br /> 2_0 PROPERTY FOR WHICH 4_0 INSTALLATION 7A CONDITIONS OF USE <br /> EVALUATION IS SOUGHT 5_0 IDENTIFICATION <br /> Re-Issued November 1, 2002 NES <br /> back to the NES home paqe National Evaluation Service, Inc. Product Evaluation Listinp <br /> Copyright0 2002 <br />