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AT AXIAL GOVERNING oOVERNING SHEAR GOVERNING OOVERNING <br />• (IN> STkESS LOAD CASE MEMNEF STRESS LOAD CASE MEMBER <br />0.00 .866 -` 5 .028 1 5 <br />21.8: .8�g -g 5 .036 -5 g <br />48.67 J49 -5 5 .0$B -r r <br />bS.50 .637 -g : .079 -5 5 <br />87.:3 .�89 -5 5 .101 -S ` <br />109.17 .305 -5 5 .123 -5 5 <br />1�1.00 .087 -7 5 ,14` -5 g <br />MAXIMUM .866 .145 <br />AVERAGE .566 .082 <br />1 <br />COMMERCIAL BUILDING COMFONENTS, INC. F.O. AOX l009� LATHFOF� CA 9`:i^a0. (�09) 983-0910 <br />---------------------------------------------------------------------------------------------- <br />F I N A L S E C i I 0 N S <br />MEMBER FLANGE FLANGE <br />TYF'E WIL�TH TH1CF:. <br />(IN) (IN) <br />1 `.00 .1B7` <br />2 5.00 .1875 <br />3 `.00 .1875 <br />4 g,00 .187g <br />: `.00 .1875 <br />WEH <br />THICY.. <br />(IN> <br />.1.'•4` <br />.1^a45 <br />.1�q5 <br />.1.;4` <br />.1345 <br />INITIAL FINAL LENGTH <br />DEFTH DEF'TH (IN) <br />(IN1 (IN) <br />8.`0 8.50 131.00 <br />11.00 6.00 60.96 <br />ii.�0 c"2.00 iii.$% <br />�2.00 11.00 131.37 <br />8.`0 8.50 131.00 <br />THE TOTAL WEIGHT OF THE FRAME IS `74. LH <br />AXIAL SHEAR UNIT QUAN- TOTAL <br />STRESS STRESS WEIGHT TITY WEIGHT <br />(LP) (LB) <br />.896 .153 110. 1 110. <br />.342 .�09 51. 1 51. <br />.`O1 .�26 151. 1 151. <br />.650 .309 151. 1 151. <br />.666 .14` 110. 1 110. <br />