1.3 C, CSV CONFORM

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MAXIMUM CONSTRUCTION CLEAR SPANS (S.D.I. CRITERIA)Tolal NWCONCRETE LWCONCRETESlab WEIGHT N=9 145 PCF WEIGHT N=14 110PCF

Oenth DECK PSF 1 SPAN 2 SPAN 3 SPAN PSF 1 SPAN 2 SPAN 3 SPAN1.3C26 33 4- 6 5-11 6-0 25 4-10 6-4 6- 5

3.3 1.3C24 34 5-6 7-4 7- 5 26 6-0 7-11 8-0(1=2.00) 1.3C22 34 6-4 8- 3 8- 3 26 6-11 8-10 9-0

1.3C20 34 7-1 8-9 8- 9 26 7-9 9-7 9-71.3C26 39 4- 3 5-7 5- 8 30 4-7 6-1 6-2

3.8 1.3C24 40 5- 3 6-11 7- 0 30 5-8 7-7 7- 8(1=2.50) 1.3C22 40 6- 0 7-10 7-10 31 6-7 8- 6 8- 6

1.3C20 40 6- 9 8-4 8-4 31 7-4 9-1 9-11.3C26 45 4-1 5-5 5- 5 35 4- 5 5-10 5-11

4.3 1.3C24 46 5- 0 6- 8 6- 9 35 5-5 7-3 7-4(1=3.00) 1.3C22 46 5- 8 7- 5 7- 5 35 6- 3 8- 2 8- 2

1.3C20 46 6- 5 7-11 7-11 36 7- 0 8- 8 8-81.3C26 51 3-11 5-2 5- 3 39 4- 3 5- 8 5-8

4.8 1.3C24 52 4- 9 6-4 6- 5 40 5- 3 6-11 7- 0(1=3.50) 1.3C22 52 5- 5 7- 2 7- 2 40 6-0 7-10 7-10

1.3C20 52 6-1 7-7 7-7 40 6-9 8-4 8-41.3C26 57 3-9 5-0 5-1 44 4-1 5-5 5- 6

5.3 1.3C24 58 4-7 6-2 6-2 44 5-0 6-9 6-10(1=4.00) 1.3C22 58 5- 3 6-11 6-11 44 5-9 7- 6 7- 6

1.3C20 58 5-10 7-4 7-4 45 6- 6 8- 0 8-01.3C26 63 3- 8 4-9 4-11 48 4- 0 5- 3 5-4

5.8 1.3C24 - 64 4- 5 5-11 6- 0 49 4-10 6- 6 6-7(1=4.50) 1.3C22 64 5-1 6- 8 6- 8 49 5-7 7- 3 7- 3

1.3C20 64 5- 8 7- 1 7-1 49 6- 3 7- 9 7- 91.3C26 69 3-7 4-5 4- 9 53 3-10 5-2 5- 2

6.3 1.3C24 70 4-4 5-9 5-10 53 4- 8 6-4 6- 5(1=5.00) 1.3C22 70 4-11 6-6 6- 6 54 5-4 7-1 7-1

1.3C20 70 5-6 6-11 6-11 54 6-0 7- 6 7- 6

REINFORCED CONCRETE SLAB ALLOWABLE LOADS- Suoerimoosed Uniform Load (osf) - 3 Soan Condition

Slab REINFORCEMENT Clear Sean ft.-in.Deelh WW.F. As 4-0 4-6 5-0 5- 6 6- 0 6- 6 7- 0 7- 6 8- 0 8-6 9-0

6X6-Wl,4XW1,4 0.028* 71 56

3.3 6X6-W2.1XW2.1 0.042 105 83(t=2.0m 6X6-W2.9XW2.9 0.058 142 113

6X6-W2.1 XW2.1 0.042* 133 105 85 703.8 .. _ 6X6-W2.9XW2.9 0.058 181 143 116 96

ft=2.5(n 4X4-W2.9XW2.9 0.087 265 209 169 1406X6-W2.1 XW2.1 0.042* 161 127 156 129 108 92 79

4.3 6X6-W2.9XW2.9 0.058' 219 173 209 173 145 124 107

(1=3.00) 4X4-W2.9XW2.9 0.087 322 255 309 255 215 183 1586X6-W2.1 XW2.1 0.042* 188 149 191 158 133 113 98 85

4.8 6X6-W2.9XW2.9 0.058' 258 204 258 213 179 153 132 115

11=3.50l 4X4-W2.9XW2.9 0.087 380 300 383 316 266 226 195 1706X6-W2.9XW2.9 0.058' 296 234 299 247 208 177 153

5.3 4X4-W2.9XW2.9 0.087 400 346 400 364 306 260 22511=4.00) 4X4-W4.0XW4.0 0.120 400 400 400 400 400 347 299

6X6-W2.9XW2.9 0.058' 334 264 336 278 233 199 172

5.8 4X4-W2.9XW2.9 0.087' 400 391 400 400 344 293 253

11-4.501 4X4-W4.0XW4.0 0.120 400 400 400 400 400 392 3386X6-W2.9XW2.9 0.058' 373 295 373 308 259 221

6.3 4X4-W2.9XW2.9 0.087' 400 400 400 400 382 326

It-5.00) 4X4-W4.0XW4.0 0.120 400 400 400 400 400 400

NOTES: 1.' As does not meet A.C.1. criterion for temperature and shrinkage.2. Recommended conform types are based upon S.D.1. criteria and normal weight concrete.3. Superimposed loads are based upon three span conditions and A.C.1. moment coefficients.4. Load values for single span and double spans are to be reduced.5. Vulcraft's painted or galvanized form deck can be considered as permanent support in most building applications. See page 23.

If uncoated form deck is used, deduct Ihe weight of the slab from the allowable superimposed uniform loads.6. Superimposed load values shown in bold type require that mesh be draped. See page 23.

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SLAB INFORMATION

VULCRAFTTotal Slab Thea. Concrete Volume RecommendedDeoth in. Yd3/100tt" WItt" Welded Wire Fabric

3.3 0.82 0.221 6x6 - W1.4xW1.43.8 0.97 0.263 6x6 - W1.4xW1.44.3 1.13 0.304 6x6 - W1.4xW1.44.55 1.20 0.325 6x6 - W1.4xW1.44.8 1.28 0.346 6x6 - W2.1xW2.15.3 1.44 0.388 6x6 - W2.1xW2.15.55 1.51 0.408 6x6 - W2.1xW2.15.8 1.59 0.429 6x6 - W2.1xW2.1

SECTION PROPERTIES

Design Deck Section Prooerties ""'rDeckType Thickness Weight Ip In Sp Sn Va f~-

in. psf in4/ft in4/ft in3/ft in31ft Ibs/ft ks·-

1.3C26 0.0179 0.99 0.070 0.069 0.097 0.098 1940 6-8' "1.3C24 0.0239 1.33 0.093 0.093 0.132 0.132 3458 60 ~i

.r1.3C22 0.0295 1.62 0.115 0.115 0.163 0.162 4789 6D

1.3C20 0.0358 1.97 0.140 0.140 0.197 0.197 5727 on

ALLOWABLE UNIFORM LOAD (PSF)-.

TYPE NO. OF DESIGN CLEAR SPAN 1ft-in '.

NO. SPANS CRITERIA 4-0 4- 6 5- 0 5-6 6- 0 6- 6 7- 0 7- 6 8- 0 8-6 9- 0 9- 6 I K~,}Fb - 36,000 145 115 93 77 65 55 47 41 36 32 29 2~ I zt··.

1 Defl. = 1/240 72 50 37 28 21 17 13 11 9 7 6 ~J ~;Def!. = 1/180 96 67 49 37 28 22 18 15 12 10 8Fb - 36,000 144 114 93 77 65 55 48 42 37 32 29 26

1£;':;

1.3C26 2 Def!. =1/240 172 121 88 66 51 40 32 26 21 18 15 13 f J~Def!. = 11180 229 161 117 88 68 53 43 35 29 24 20 171 .. '

Fb - 36,000 179 142 115 96 81 69 59 52 46 40 36 ~~I 2~ .3 Def!. = 11240 134 94 69 52 40 31 25 20 17 14 12

Def!. = 1/180 179 126 92 69 53 42 33 27 22 19 16 13Fb - 36,000 198 156 126 105 88 75 65 56 49 44 39

3! I ~ ..1 Detl. =11240 95 67 49 37 28 22 18 14 12 10 8Def!. = 1/180 127 89 65 49 38 30 24 19 16 13 11 FFb - 36,000 196 155 126 104 87 75 64 56 49 44 39

35( ":~1.3C24 2 Def!. = 1/240 230 161 118 88 68 54 43 35 29 24 20 17Def!. = 1/180 306 215 157 118 91 71 57 46 38 32 27 23 2\>Fb= 36,000 243 193 157 130 109 93 80 70 62 55 49 44j fs3 Def!. = 11240 180 126 92 69 53 42 34 27 22 19 16 131Def!. = 1/180 240 168 123 92 71 56 45 36 30 25 21 18 I ~5Fb = 36,000 244 193 156 129 108 92 80 69 61 54 48

43 t 3a1 Def!. = 1/240 118 83 60 45 35 27 22 18 15 12 10 9

.1~Def!. = 1/180 157 110 81 61 47 37 29 24 20 16 14 12 ;

Fb= 36,000 241 190 154 128 107 92 79 69 61 54 4843 ! .~'

1.3C22 2 DefJ. =!J24D 284 199 145 109 84 88 53 43 36 30 25 21Deft. = 1/180 379 266 194 146 112 88 71 57 47 39 33 28 ?:i

Fb = 36,000 300 237 193 159 134 114 99 86 76 67 60 54

14.ti.

3 Deft. = 1/240 222 156 114 86 66 52 41 34 28 23 20 17Deft. = 1/180 296 208 152 114 88 69 55 45 37 31 26 221 :sFb - 36,000 295 233 189 156 131 112 96 84 74 65 58 52/ 4.7

1 Def!. '" 1/240 144 101 74 55 43 33 27 22 18 15 13 111 'Bi•Defl. -1/180 192 135 98 74 57 45 36 29 24 20 17 14 I 12 i

Fb = 36,000 292 232 188 155 131 111 96 84 74 65 58 521 ;~>1.3C20 2 Def!. = 1/240 346 243 177 133 102 81 65 52 43 36 30 261Deft. -1/180 461 324 236 177 137 107 86 70 58 48 40 34, C30. i

Fb = 36,000 364 289 234 194 163 139 120 105 92 81 73 651 EO;'3 Deft. = 11240 271 190 139 104 80 63 50 41 34 28 24 20 I

Def!. = 1/180 361 253 185 139 107 84 67 55 45 38 32 271 2S