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<br /> 6" 7" 8" <br />120" 2' x 6' 2' x 7' S. M. B, 1 2' x 8' S. H. B. 1 <br /> SX=1. 97 SX=2, 54 SX=4. 44 <br /> <br />~1 .050" j <br />SX=. 23 SX=. 44 <br />I 2 .1 3" I <br />2' x 2' 2'" x 3'" <br /> <br /> <br />df\~ Hf:l GHT /SPAN <br />3' 16' 8' <br />4' }4' - 6' <br />5' 13' - 0' <br />6' 11' - 10' <br />7' 11' - 0' <br />8' 10' - 2' <br />9' 9' - 8' <br />110' 9' - 2' <br /> <br />I <br /> <br /> <br /> <br /> <br />.050" <br /> <br />SX=. 35 <br /> <br />2" <br /> <br />3'" Ti I t <br /> <br /> <br />r!lf\~ Hf:l GHT /SPAN <br />3' 40' - 2' <br />4' 34' - 10' <br />5' 31 ' - 2' <br />6' 28' - 4' <br />7' 26' - 4' <br />8' 24' 8' <br />9' 23' - 2' <br />0' 22' 0' <br /> <br /> <br />. <br />""l <br /> <br /> 4" <br />.050" . .120' J <br />"t <br />SX=. 55 <br /> 2" I <br />X 4' Ti I t 2'" X 4' S. M. Bo <br /> <br /> <br /> <br />I <br /> <br /> <br />I <br /> <br />, <br /> <br />, <br /> <br /> <br />r!iftl Hf:l GHT /SPAN <br />3' 53' - 2' <br />4' 46' - 0' <br />5' 41 ' - 2' <br />6' 37' - 6' <br />7' 34' - 10' <br />8' 32' - 6' <br />9' 30' - 8' <br />0' 29' - 0' <br /> <br /> <br /> <br /> 9" 9" <br />2' X 9' X . 072 X . 224 S. M. B, 1 2' X 9' X . 072 X , 31 0 S. M. B. 1 <br /> SX=5. 47 .310 <br /> SX=6. 77 <br /> <br />~f\"" Hf:l GHT /SPAN <br />3' 59' - 0' <br />4' 51 ' - A' <br />5' 45' - 8' <br />6' 41 ' - 8' <br />7' 38' - (,' <br />8' 36' - 2' <br />9' 34' - 0' <br />0' 32' - 4' <br /> <br />.072 <br /> <br />fJf\ftl Hf:l GHT /SPAN <br />3' 65' - 6' <br />4' 56' - 10' <br />5' 50' - J 0' <br />6' 46' - 4' <br />7' 43' - 0' <br />8' 40' - 2' <br />9' 37' - 10' <br />110' 35' - 10' <br /> <br />TYPICAL ALUMINUM COLUMN & BEAM DETAILS <br />,TABLES FOR SCREEN ROOMS & ROOFS ONLY <br /> <br />'rEi 1) BEAM SPANS MA Y Be INCReAseD 207. WHEN CONTI NUOUS aveR <br />INTERIOR COLUMN SUPPORT <br />2) ALL BEAM SPANS ASSUMe LA TERAL PURLI NS (2' x2') , 90. FRAMED <br />ACROSS ROOF I EACH POST IN SCREENED SI DE WALLS <br />3) VALUES HAY BE INTeRPOLATED FOR INTERMEDIATE LENGTHS OR SPACINGS <br /> <br />DAVID NORRIS ENGINrrRING <br />DESIGNED TO '97 STANDARD BUILDING CODr <br />prR CHAPT. 1606 FOR 110 MPH WIND <br /> <br />Pg,1-,4 <br /> <br />rXPIRrs AFTrR FrB,./, '01 <br />