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Page 10 of 14 National Evaluation Report No. NER-520 <br /> INSULSPAN <br /> MAXIMUM ALLOWABLE HEIGHTS FOR AXIAL LOADS <br /> SKIN THICKNESS = 3/8 IN. <br /> PANEL THICKNESS = 6-1/4 IN. <br /> AXIAL LO/�D <br /> (Nn1�F-BEARYVG) <br /> Q PLF ECCENTRlCiTY= O IN. ECCENTRICiFY= 3�3/161NCHES <br /> WFND PRESSURE WINO PRESSURE PS <br /> 10 15 20 25 30 10 15 20 25 30 <br /> NO SPLINE 23' 18' 18' 1S 13' 23' 19' 18' 1'S' 13' <br /> SINGLE SPLJNE <br /> SPF1t2 26' 19' 18' 15 13' 26' 19' 15 75' 13' <br /> SYP�'I 26' 21' 18' f5' 13' 26' 21' 18' 15 t3' <br /> LVL 2T 27 19' 1T t5 2T 27 19' 1T 15' <br /> D011BLE SPLINE <br /> SPF�2 2T 72' 19' 1T 15' 2T 22' 18' 1T 15' <br /> SYP1t2 28' 22' 19' 1T 16 28' 27 18' iT 16 <br /> LVL 28' 23' 20' 1$' 1B 28' 23' 20' 1S 18' <br /> /1XW,IOAD <br /> 1000 PLF ECCENTRICITY= O IN. ECCENTRICtTY� 331161NCHES <br /> WIi+(a PRESSURE WIND PRESSURE <br /> 1Q f5 20 25 30 10 15 20 25 30 <br /> NOSPLINE 21' 18' 1B 14' 12' 21' 18' 1G 14' 12' <br /> SINGLE SPLINE <br /> SPF�2 25' 19' 18' 7S 13' 24' 19' 1G 1S 13' <br /> SYP#2 26' 21' 18' 15 13' 24' 2U' 18' 15 13' <br /> LYl 26' 22' 19' 1 T 1 S 25' 21' 18' 16' 1 S <br /> C)Ol16LE SPLINE <br /> SPF/2 26' 27 19' 1 T 15' 25' 27' 18' 16' 1 S <br /> 5YP�2 2T 27 19' 1 T 18' 26' 27 19' 7T 15 <br /> LYL 2T 23' 18' 18' 26' 22' 18' 1T 78' <br /> NQALtOAD <br /> 2000 PLF ECCENTRICtTY= D IN. ECCENTRICITY� 331�6 INCHES <br /> WItJD PRESSURE W1ND PRESSURE <br /> 10 15 ZO 25 30 10 15 20 25 30 <br /> NOSPUNE 20' 1T 15' 13' 12' 12' 10' 9` 8' T <br /> SINGLE SPLINE <br /> SPF i2 23' 19' 15 15' 13' 15' 12' 11' 10' 9' <br /> SYP#2 24' 20' 18' 1 S 13' 15 13' 71' i O 9' <br /> LVt 24' 20' 18' 16' 1S 1S 13' 1 t' 10' 9' <br /> DOUBLE SPLIA� <br /> SPFalt2 24' 20' 18' 18' 15 16' 13' 12' tU' 10 <br /> SYP12 25' 21` 18' 1T 15' 1T 14` 17 71' fU' <br /> lVL 25' 21' 18' 1 iS iT 15' 13' 12' 11' <br /> AXIAL LOAD <br /> 3000 PLF ECCENTRICITY= O IN. ECCENTRICITY- 3-3Ji 6 INCt1ES <br /> W{ND PRESSl�2E WIND PRESSURE <br /> 10 15 20 25 30 10 75 20 25 30 <br /> NO SPUNE 18' 15 13' 17 71' — — — — — <br /> SINGt.E SPLINE <br /> s�s2 � zo �e� ��r �� �r — _ _ _ _ <br /> SYP#� 20' 7 T 19 13' 17 — — — — — <br /> LVL 20' 1 T 15 13' 12' — — — — — <br /> DOUBLE SPI.iNE <br /> SPF at2 20' 1 T 15 14' 17 — — — — — <br /> SYP�2 21' 18` 15 14' 13' — — — — — <br /> LVL 21' 18' 48' 14' 13' <br /> See Paqe 11 of this report for footnotes OINSULSPAN 2000 <br /> Table 5.Allowable Heights for Axial Loads on Insulspan Panels-6-1/4 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 7.0 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 Lisfinp <br /> CopyrightOO 2002 <br />