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Su�l9i � �dJIB.�Bi�/G� <br />��r' • oi�wow or �ou�l �ru� cor►�wr <br />PROPERTIES AND LOAD TAQLES <br />SHADOW� iNE PANEL Fy=37 KSI <br />DESIGNED BY S E M <br />OATE 3/21 19 <br />CHECKEO BY M A C <br />DATE 3/21 19 <br />PAGE OF <br />PROPE�TIES FOR' ONE FOOT OF PANEL WIDTH OF COVERA�iE <br />CONDITION PANEL I-NA S-TOP F-TOF S-BTM F-HTM ALLON� MOMT�. <br />OF BENPIkG GAGE (IN�4) fIN.3) (KSI) (IN.3) (KSI> (KIP-IN.) <br />TOP OF 26 0�0333 0.0474 -22,20 0.1120 9.40 1.0526 • <br />PANEL IN 24 0.0425 0.0606 -22.20 0.142�' 9.�2 1�3�51 <br />COMPRESSION 22 0.0506 0�07�1 -22.20 0.1697 9.�3 1�5996 <br />ROTTOM OF 26 0.0272 0.0437 2:.20 0�0721- -13.�6. 0.9703 <br />FANEL IN 2� 0.0370 0�0573 22.20 0�1044 -12�19 1.272B <br />COMFFESSION 22 0�0460 0.069� 22�20 0.1365 -11.29 1.5415 <br />ALLOWABLE UNIFORM LOADS (PSF) AND CORRESPONDING <br />DEFLECTIONS (IN) <br />SFAN GAGF SIMPLE SFAN TWO SFANS THF�E SFANS ALLOW DEFL. <br />(FT) LOAii DEFL. LOAD DEFL� LOA[i DEFL. L/180 L/210 <br />3.33 26 63.3 0�18 SB.3 0.0H 72.9 0.12 0.22 0.1� <br />24 80.9 0.18 76.5 0�07 95.6 0.12 <br />:2 96.2 0�18 92.7 0.07 115.6 0.12 <br />4.00 26 43.9 0.25 540.4 0.111 650.35 0�178 0.27 0.20 <br />'!? 6e.6 5.�5 � 64.� 5.11 @0.3 �.17 <br />�.50 26 34.7 0.32 31�9 0�14 39.9 0.23 0.30 0.22 <br />�4 4,4�.3 g.3� 4�.9 0.14 52.4 0�22 <br />..2 5��7 .3.. 5.7 0.13 63.4 0.21 <br />5.00 26 28.1 0.39 :5.9 0.17 32.3 0.28 0.33 -0.25 <br />24 35.9 O.AO 33.9 0�17 42.4 .0�27 <br />22 42.7 0�40 41.1 0�16 51.4 0.26 <br />5�50 26 23.2 0�48 21.4 0�21 26�7 0.34 0.37 0.28 <br />24 29.6 0.48 28�0 0.20 35�1 0.32 <br />22 35.3 0�48 3��0 0.20 �2�5 0.32 <br />6,00 26 19.5 0.57 18.0 0.25 22.5 0.40 0.40 0.30 <br />24 24.9 0�57 23.6 0.24 �9.5 0�39 <br />22 29.6 0�57 28.5 0�24 5.7 0.38 <br />6.50 26 16.6 0�67 15.3 0.29 19.1 0�47 0.43 0.32 <br />24 21.2 .67 20.1 .28 25.1 0.45 <br />22 25�2 �.67 �'.4�3 ��28 30.4 0.44 <br />6.67 ''6 15�3 0.70 14.6 0.31 18�2 0.49 0.44 0.33 <br />24 20�2 0�70 19.1 0�30 23,9 O.4P <br />22 24.0 0.7G 23.1 0.29 28.9 0.47 <br />7.00 26 14.3 0�77 13.2 0�34 16.5 0.55 0.-07 0�35 <br />24 18.3 0�77 17,3 0.33 21.6 0.53 <br />22 21.8 0.77 21.0 0.32 26�� 0.51 <br />7.42 2b 12�8 0�87 11.8 0.3B 14.7 0�61 0.�9 0.37 <br />24 16.3 0.87 15,4 0.37 19.3 0.59 • <br />22 19�4 0.87 18.7 0.36 23�4 0.58 <br />, •.. ... <br />..,�. ,•.e ..... �o.�,.�. ,,,�. Notes; <br />�•.e ,..p 1. Section rroreriies cslculaled <br />�' rer 1968 AISI srecific�tion. <br />��"• ��•tt 2, Al]owable loads •ay be incre�sed <br />"' �-�'' 1i"' by 1/3 if lo�d Ss due to wind� <br />' 6S-164 3/B3 <br />