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iii!! i -- ---._-- , MAXIMUM COLUMN HEIGHT IN DECIMAL FEET EXAMPLE: SCREEN WALLS - SOLID ROOF SCREEN AND VINYL ROOMS WIND LOADS UP TO 100 MPH I (D) (F) (0) (H) (I) (J) (P) (0) (R) (S) SPACING 2X2 PB 2x3 PB 3x2 PB 2x4 PB 2x4 SB 2X4 5MB 3x3x.044 3x3x.093 3x3x.125 4x4x.125) 3'.0. 9.67 12.83 11.33 16.00 16.50 18.50 11.33 - 16.00 17.33 X 4'.0. 8.67 11.67 9.83 14.33 14.17 16.67 9.83 14.50 15.67 X 5'.0. 7.83 10.67 8.83 13.00 12.67 15.50 8.83 13.50 14.50 19.33 6'.0. 7.17 9.83 8.00 11.83 11.50 14.50 8.00 12.67 13.67 18.17 7'.0. 6.67 9.00 7.50 11.00, 10.67 13.67 7.50 12.00 13.00 17.33 8'.0. 6.17 8.50 7.00 10.17 10.00 12.83 7.00 11.33 12.33 16.50 9'.0. 5.83 8.00 6.50 9.67 9.33 12.00 6.50 11.00 11.83 15.83 j COLUMNS USED UNDER CONVENTIONAL ROOFS MUST BE VERIFIED AS TO THEIR COMPRESSIVE STRENGTH. . ! INTERPOLATION OK , I I , MAXIMUM COLUMN HEIGHT ! IN DECIMAL FEET i. SCREEN WALLS - SOLID ROOF f WIND LOADS UP TO 110 MPH (D) (F) (0) (H) (I) (J) (P) (0) (R) (S) SPACING 2X2 PB 2x3 PB 3x2 PB 2x4 PB 2x4 SB 2X4 5MB 3x3x.044 3x3x.093 3x3x.125 4x4x.125) 3'.0. 9.67 12.83 11.33 16.00 16.50 18.50 11.33 16.00 17.33 X 4'.0. 8.67 11.67 9.83 14:33 14.17 16.67 9.83 14.50 15.67 X 5'.0. 7.83 10.67 8.83 13.00 12.67 15.50 8.83 13.50 14.50 19.33 6'.0. 7.17 9.83 8.00 11.83 11.50 14.50 8.00 12.67 13.67 18.17 1 7'.0. 6.67 9.00 7.50 11.00 10.67 13.67 7.50 12.00 13.00 17.33 , 8'.0. 6.17 8.50 7.00 10.17 10.00 12.83 7.00 11.33 12.33 16.50 9'.0. 5.83 8.00 6.50 9.67 9.33 12.00 6.50 11.00 11.83 15.83 COLUMNS USED UNDER CONVENTIONAL ROOFS MUST BE VERIFIED AS TO THEIR COMPRESSIVE STRENGTH. , INTERPOLATION OK MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS - SOLID ROOF . WIND LOADS UP TO 120 MPH . (D) (F) (0) (H) (I) (J) (P) (0) (R) (S) . SPACING 2X2 PB 2x3 PB 3x2 PB 2x4 PB 2x4 SB 2X4 5MB 3x3x.044 3x3x.093 3x3x.125 4x4x.125) ;: 3'.0. 9.67 12.83 11.33 16.00 16.50 18.50 11.33 16.00 17.33 X . 4'.0. 8.67 11.67 9.83 14.33 14.17 16.67 9.83 14.50 15.67 X 5'.0. 7.83 10.67 8.83 13.00 12.67 15.50 8.83 13.50 14.50 19.33 6'.0. 7.17 9.83 8.00 11.83 11.50 14.50 8.00 12.67 13.67 18.17 7'.0. 6.67 9.00 7.50 11.00 10.67 13.67 7.50 12.00 13.00 17.33 8'.0. 6.17 - 8.50 7.00 10.17 10.00 12.83 7.00 11.33 12.33 16.50 9..0. 5.83 8.00 6.50 9.67 9.33 12.00 6.50 11.00 11.83 15.83 COLUMNS USED UNDER CONVENTIONAL ROOFS MUST BE VERIFIED AS TO THEIR COMPRESSIVE STRENGTH. INTERPOLATION OK .- ~ ALUMINUM STRUCTURES MASTER PLAN 82 :;& ENGII-EERING, INC. @ COPYRIGHT AL, INC. 1994 .., - T!P"'""~:!tKt ~"~~':'<;" ~:c =-.:;-] ti C. I~ 0, C Et: ~. t: I: k I:: It: I::: -= II:: ,-= r::: e:: a= -= 8li a:: .a:: 'a: a:: t! .-=: a: . I ! ..8=# "mJ;