8’ WIDE HOLLOWCORE SPANCRETE PLANK LOAD …

1 8 WIDE HOLLOWCORE SPANCRETE PLANK LOAD TABLES & GUIDE SPECIFICATION Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project. KIE-CON A DIVISION OF KIEWIT PACIFIC CO. 3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754 9494 FAX: (925) 754 - 0624 TABLE OF CONTENTS 6 X 96 STANDARD HOLLOWCORE 3-12 8 X 96 STANDARD HOLLOWCORE 13-22 8 X 96 ULTRALIGHT HOLLOWCORE 23-32 10 X 96 STANDARD HOLLOWCORE 33-42 10 X 96 ULTRALIGHT HOLLOWCORE 43-52 12 X 96 STANDARD HOLLOWCORE

2 53-62 12 X 96 ULTRALIGHT HOLLOWCORE 63-72 GUIDE SPECIFICATION (LONG VERSION) 73-76 GUIDE SPECIFICATION (SHORT VERSION) 77 Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project. KIE-CON A DIVISION OF KIEWIT PACIFIC CO. 3551 WILBUR AVE.

3 , ANTIOCH CA. 94509 TEL: (925) 754 9494 FAX: (925) 754 - 0624 03/102 STANDARD LOAD TABLES 6 THICK SPANCRETE COVER 270K STRAND 6" x 96" STD. SLAB NO BONDED TOPPING DEAD LOAD WEIGHT NO TOPPING = 49 PSF 2 BONDED STRUCTURAL TOPPING DEAD LOAD WEIGHT WITH TOPPING = 74 PSF SECTION PROPERTIES SECTION PROPERTIES A = 394 in2 I = 1563 in4 Yt = in Yb = in b = in wt = 49 psf A = in2 I = 3634 in4 Yt = in Yb = in b = in wt = 74 psf Mn ft-k/ft Mn ft-k/ft Series 6806 6808 6810 6812 6814 6816 Series 6806T2 6808T2 6810T2 6812T2 6814T2 6816T2 Span in Feet ALLOWABLE SUPERIMPOSED LOAD IN POUNDS PER SQUARE FOOT Span in Feet ALLOWABLE SUPERIMPOSED LOAD IN

4 POUNDS PER SQUARE FOOT 15 15 16 157 213 264 286 307 244 16 222 303 362 362 362 348 17 141 193 236 257 275 247 17 200 275 335 335 335 335 18 122 168 212 231 24722818173240305 312 31231219 105 147 186 209 224 237 19 149 210 266 291 291 291 20 92 129 164 189 204 216 20 129 184 230 271 272 272 21 80 114 145 168 186 197 21 112 157 198 236 255 255 22 69 100 128 149 168 181 22 91 133 171 206 238 240 23 60 89 113 133 1501652373113147 179 20922624 52 78 101 118 135 148 24

5 57 94 126 156 183 208 25 45 69 89 106 121 134 25 43 78 108 135 161 184 26 39 61 79 95 109 121 26 31 63 91 117 141 162 27 34 54 70 85 98 109 27 20 50 77 101 123 143 28 29 48 62 76 8899283864 86 10712629 41 55 68 79 90 29 52 73 93 111 30 36 49 60 71 81 30 41 61 80 97 31 43 54 64 74 31 51 68 84 32 48 58 67

6 32 41 57 73 33 43 526033 486234 46 54 34 53 35 49 35 36 44 36 37 37 38 38 39 39 40 40

7 41 41 42 42 43 43 44 44 45 38 45 46 34 46 Load Tables are presented as guidelines only.

8 Design requirements must be reviewed by the engineer of record for each project. 1 1-1/2 CAMBER 1-1/2 2 CAMBERKIE-CON A DIVISION OF KIEWIT PACIFIC CO. 3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624 STANDARD LOAD TABLES 6 THICK SPANCRETE COVER 270K STRAND 6" x 96" STD. SLAB 3 BONDED STRUCTURAL TOPPING DEAD LOAD WEIGHT WITH TOPPING = 87 PSF 4 BONDED STRUCTURAL TOPPING DEAD LOAD WEIGHT WITH TOPPING = 99 PSF SECTION PROPERTIES SECTION PROPERTIES A = in2 I = 5060 in4 Yt = in Yb = in b = in wt = 87 psf A = in2 I = 6814 in4 Yt = in Yb = in b = in wt = 99 psf Mn ft-k/ft Mn ft-k/ft Series 6806T3 6808T3 6810T3 6812T3 6814T3 6816T3 Series 6806T4 6808T4 6810T4 6812T4 6814T4 6816T4 Span in Feet ALLOWABLE SUPERIMPOSED LOAD IN POUNDS PER SQUARE FOOT Span in

9 Feet ALLOWABLE SUPERIMPOSED LOAD IN POUNDS PER SQUARE FOOT 15 15 16 256 350 420 420 420 403 16 291 398 480 480 480 458 17 231 318 389 389 389 389 17 262 362 443 443 443 443 18 199 280 356 361 36136118226319401 411 41141119 172 242 303 336 336 336 19 182 264 338 383 383 383 20 141 203 258 310 315 315 20 141 216 284 346 358 358 21 112 169 220 266 295 295 21 105 176 237 294 336 336 22 87 140 186 229 269 277 22 75 140 197 249 297 315 23 65 114 157 197 2332612348109161 210 25429524 45 91 131 168 202 233 24 24 80 131 175

10 217 255 25 28 71 109 143 174 203 25 55 103 145 183