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<br />I I <br /> <br /> <br />:;~ ~ <br />',I '-- ':____..'._:__ '~~~-:.~-_--=-_:_~~_.:__ -~_~~_~-'~~----_....:..-~~-._.__.:--.-_=--~.---'-- _.~-.-'___ '-...~-=--====-~_~~________ _~.:.~_.__ __~.___ '.____ ~__ __ __ _._ ..:__ _._____ __..,,___-,. <br /> <br /> <br />.. . C CC .., '" .",C "C,' ,_C . '"C .C C.C,'C' ,.C/ C"..,..",,;C. ... _" .C :,.C.,,,.> ,....'.....,.~C. .. ',. / '.. '. <br /> <br /> . , , <br /> ~ <br /> .. '==C; <br /> /, .. <br /> MAXIMUM ROOF BEAM SPANS <br /> IN DECIMAL FEET i 5:; <br /> SCREEN ROOF / SCREEN WALLS EXAMPLE V . ti: <br /> .. <br /> WIND 110 MPH DEFLECTION U60 POOlENClOSUR' L <br /> <-I COLUMN USED 1-> a:: <br /> , <br /> 8 'WALL ti:f. <br /> ROOF (F) (G) (H) (I) (J) (K) (l) (M) (N) ;-, <br /> BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 ~ <br /> USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB <br /> .. ~ <br /> 4'-0. 18,42 19.08 19.25 19.25 1..25 19.25 19,25 19.25 19,25 <br /> (H) 5'-0. 17,08 17,58 17,75 17,75 11.75 17,75 17,75 17.75 17,75 <br /> ; 2x4 6'-0. 16.08 16,58 16.75 16,58 11,75 16.75 16,75 16.75 16,75 =1~ <br /> PB 7'-0. 15.25 15,58 15.75 15,75 1$.75 15,75 15,75 15.75 15,75 <br /> : 8'-0. 14,58 14,92 15.08 15,08 16,08 15,08 15.08 15,08 15,08 c:i <br /> 9'-0. 13,92 14,42 14.42 14,42 14.42 14.42 14.42 14,42 14,42 <br /> ~ <br /> ., <br /> 4'-0. 21.08 21.75 21.92 21.75 28,42 23.42 23,42 23.42 23,42 ~.l <br /> (J) 5'-0. 20,08 20.08 20.25 20,08 21,58 21,58 21,58 21.58 21,58 II::: <br /> 2x4 6'..()" 18.42 18.75 18,92 18,92 0.25 20.25 20,25 20,25 20,25 <br /> 5MB 7' -0. 17,42 17,92 17,92 17,92 '9,08 19,08 19,08 19,08 19,08 i <br /> 8'-0. 16.75 17.08 17,08 17,08 8,25 18,25 18,25 18,25 18,25 .. e.. <br /> 9'-0. 16,08 16,42 16.42 16,42 7.42 17.42 17,42 17,42 17.42 I <br /> m=. <br /> 4'-0. 28,08 28,58 28,75 28,58 ,92 31,92 31,92 31,92 31,92 <br /> (K) 5'-0. 26,08 26,42 26,58 26,58 .58 29,25 29,25 29,25 29,25 -=: <br /> 2X6 6'-0. 24,58 24,92 24.92 24.92 .92 27.42 27.42 27.42 27.42 I' ' <br /> 5MB 7'-0" 23.25 23.58 23.75 Pl8':58 .42' 25,92 25,92 25,92 25,92 .~ .~ <br /> 8'-0. 22,25 22,58 22,58 22,58 .42. , 24,58 24,58 24,58 24,58 <br /> . 9'-0. 21,42 21,58 21,75 21,75 2 .42 23,58 23.58 23,56 23,58 I .~' <br /> t,' <br /> s:f' <br /> . 4'-0. 31,58 32,08 32,08 32,08 33,08 34,92 35,92 35,92 35,92 I ~, <br /> . (l) 5'-0. 29,42 29,58 29,75 29,75 30,5~ 32,25 33,08 33,08 33,08 c:J <br /> 2x7 6'-0. 27,58 27.92 27,92 27,92 28. 75~ 30,08' 30,92 , 30,92 30,92 f <br /> : 5MB 7' -0. 26,25 26.42 26,58 26,58' 27~25 28.42 29,25 29,25 29,25 - ~. <br />1\ 8'-0. 25.08 25,25 25.42 25.42 26,08 27,08 27,75 27,75 27,75 <br /> 9'-0. 23,92 24,25 24,25 24,25 24,92 26,08 26,58 26,58 26,58 ~. <br /> 1*1 <br /> 4'-0. 38,25 38,58 38,58 38,58 39.42 40,92 41,75 44,25 44,25 lid <br /> (M) 5'-0. 35.42 35,75 35.75 35.75 36,58 37.75 38,58 40,75 40,75 <br /> I 2x8 6'-0. 33.42 33,58 33,75 33,58 34,25 35.42 36,08 37,92 37,92 I, " <br /> 5MB 7' -0. 31,75 31.92 31.92 31,92 32\58 33,58 34,08 35,92 35,92 I: <br /> I 8'-0. 30,25 30,58 30,58 30,58 31 :08 32,08 32,58 34,08 34,08 <br />d 9'-0. 29,08 29,25 29.42 29.42 29,92 30,75 31.25 32,75 32,75 <br />Ii . I~; <br />Ii 4'-0. 41,92 42,25 42.25 42,25 43,08 44.42 45,08 , 47.42 48.42 <br />t: (N) 5'-0. 38,92 39,08 39,25 39,08 39,92 41,08 41.75 43,58 44,58 I~' <br />, 2x9 6'-0. 36,58 36,75 36,92 36,75 37.42 38.42 . 39,08 40,75 41.58 ! <br />'. , ~ <br />i 5MB 7'-0. 34,92 34,92 34,92 34,92 35,58 36.42 . 36,92 38,58 39,25 <br />I.' 8'-0. 33,25 33.42 33.42 33,42 33,92 34,75 35,25 36,75 37.42 <br />I ;, <br />~; 9'-0. 31,92 32,08 32,08 32,08 32,58 '\, 33.42 33,92 35,08 35,75 ~i <br /> INTERPOLATION BETWEEN VALUES IS PERMISSIBLE ~, f <br />~, <br />I; . az" <br />if . <br /> :: <br />Ii <br />" <br />, ~ ALUMINUM STRUCTUilES MASTER PLAN <br />l' <br />,. 52 ~ ENGIt-EERING,INC. @ COPYR1GHT AL, INC. '1994 .. <br />r, <br />,., r-'( <br />;, <br /> <br />~ <br />