| Loading Tables | ||||||||||||||||
| Roof Load Capacity Table | ||||||||||||||||
| R 16-3 Roof Panels | ||||||||||||||||
| Self-Framing Gable Type Building | ||||||||||||||||
| Allowable Load (lbs/ft2) | ||||||||||||||||
| Span (ft) | .024(24GA.) | .030(22GA). | .036(20GA) | .048(18GA.) | ||||||||||||
| 1:3 Slope | 16 x 3 | 16 x 3 | 14 x 4 | 16 x 3 | 14 x 4 | 16 x 3 | 14 x 4 | |||||||||
| S | D | S | D | S | D | S | D | S | D | S | D | S | D | |||
| 8'0" | 142 | 833 | ||||||||||||||
| 9'0" | 116 | 585 | ||||||||||||||
| 10'0" | 96 | 426 | 166 | 528 | ||||||||||||
| 11'0" | 81 | 320 | 140 | 397 | ||||||||||||
| 12'0" | 69 | 246 | 120 | 305 | 153 | 363 | ||||||||||
| 13'0" | 60 | 194 | 103 | 240 | 131 | 285 | ||||||||||
| 14'0' | 52 | 155 | 90 | 192 | 126 | 408 | 114 | 228 | ||||||||
| 15'0" | 46 | 126 | 79 | 156 | 112 | 332 | 99 | 186 | 138 | 242 | ||||||
| 16'0" | 40 | 104 | 70 | 129 | 100 | 274 | 88 | 153 | 134 | 326 | 121 | 198 | ||||
| 17'0" | 36 | 87 | 62 | 107 | 89 | 228 | 78 | 128 | 120 | 272 | 107 | 165 | ||||
| 18'0" | 32 | 73 | 56 | 90 | 80 | 192 | 69 | 107 | 108 | 228 | 96 | 140 | 152 | 299 | ||
| 19'0" | 29 | 62 | 50 | 77 | 73 | 163 | 62 | 91 | 98 | 194 | 85 | 119 | 137 | 254 | ||
| 20'0" | 26 | 53 | 45 | 66 | 66 | 140 | 56 | 78 | 89 | 165 | 77 | 102 | 124 | 217 | ||
| 21/0" | 24 | 46 | 41 | 57 | 60 | 121 | 51 | 68 | 81 | 144 | 69 | 88 | 112 | 188 | ||
| 22'0" | 22 | 40 | 37 | 50 | 55 | 105 | 46 | 59 | 74 | 125 | 63 | 77 | 103 | 163 | ||
| 23'0" | 20 | 35 | 34 | 43 | 51 | 92 | 42 | 51 | 68 | 109 | 57 | 67 | 94 | 143 | ||
| 24'0" | 18 | 31 | 31 | 38 | 47 | 81 | 37 | 45 | 62 | 96 | 52 | 59 | 86 | 126 | ||
| 25'0" | 17 | 27 | 29 | 34 | 43 | 72 | 35 | 40 | 57 | 85 | 48 | 52 | 79 | 111 | ||
| 26'0" | 15 | 24 | 27 | 30 | 40 | 64 | 33 | 36 | 53 | 76 | 44 | 46 | 73 | 99 | ||
| 27'0" | 25 | 27 | 37 | 57 | 30 | 32 | 49 | 68 | 35 | 42 | 68 | 88 | ||||
| 28'0" | 23 | 24 | 34 | 51 | 24 | 29 | 46 | 61 | 32 | 37 | 63 | 79 | ||||
| 29'0" | 18 | 21 | 32 | 46 | 22 | 26 | 43 | 55 | 29 | 33 | 58 | 71 | ||||
| 30'0" | 17 | 20 | 30 | 42 | 20 | 23 | 40 | 49 | 27 | 30 | 54 | 64 | ||||
| 31'0" | 28 | 38 | 19 | 21 | 37 | 45 | 24 | 27 | 51 | 58 | ||||||
| 32'0" | 26 | 34 | 35 | 41 | 22 | 25 | 47 | 53 | ||||||||
| 33'0" | 25 | 31 | 33 | 37 | 21 | 23 | 44 | 48 | ||||||||
| 34'0" | 23 | 29 | 31 | 34 | 19 | 21 | 41 | 44 | ||||||||
| 35'0" | 22 | 26 | 29 | 31 | 33 | 41 | ||||||||||
| 36'0" | 20 | 24 | 23 | 29 | 31 | 37 | ||||||||||
| 37'0" | 19 | 22 | 22 | 26 | 29 | 34 | ||||||||||
| 38'0" | 20 | 24 | 27 | 32 | ||||||||||||
| Note: Above Load Tables Are Based on: | ||||||||||||||||
| * Uniformly distributed load | ||||||||||||||||
| * Design in accordance with CSA specification S136 | ||||||||||||||||
| * Material to ASTM A446 grade B minimum yield point 255 Mpa (37000PSI) | ||||||||||||||||
| * Figures in row "S" denote total loading for allowable working stress | ||||||||||||||||
| * Figures in row "D" denote total loading for allowable deflection of 1/180th of span | ||||||||||||||||
| * Heavier loads can be met by custom forming of panel rib depths (subject to engineering) | ||||||||||||||||
| * The intent of this data is to aid in the preliminary design and estimating for building requirements | ||||||||||||||||
| * Other factors, including local and regional building codes must also be met | ||||||||||||||||