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W2 FORMLOK NORMAL WEIGHT CONCRETE (145 PCf) TOTAL <br /> 1 <br /> SLAB ° <br /> GALVANIZED OR PHOSPHATIZED/PAINTED DEPTH 2" ° : . :• <br /> � •4 WELDS <br /> ALLOWABLE SUPERIMPOSED LOADS (Lbs./Sq. R.), DIAPHRAGM SHEAR VALUES (q) (Lbs./L.F.)AND FLEXIBILITY FACTORS (F) <br /> NUMBER SPAN <br /> TOTAL SLAB DEPTH DECK GAGE OF SPANS <br /> &CONCRETE WT.psf &WT.psf q 7.0 7'-6" 8'0" 8'6" 9'0" 9'-6" 10'-0" 10'6" 11'0" 11'6" 12'-O" <br /> F <br /> 1 255 <br /> 22 2 255 227 204 <br /> 3 255 227 204 185 <br /> 1780- i75U 1720 i700 t680•.. iq <br /> 1.8 F .46 .47 .48 .49 .49 50 .50 .51 .51 <br /> 1 286 255 <br /> 21 2 286 255 229 207 <br /> 3 286 255 229 207 188 <br /> 2.0 1810 1770 1740 1720 >> i700 <br /> F .43 .44 .45 .46 .46 .47 .47 48 .48 .49 .49 <br /> 1 317 282 252 <br /> 2 317 282 254 229 208 <br /> 4,/ 20 3 317 282 254 229 1610 <br /> 208 187 i66 <br /> 2.1 G1800 1770 114fl-, 1:720 l`090 1671J ,..,. 1 11 4 <br /> F 41 .42 .42 .43 .44 .45 .45 .46 46 <br /> 1 380 339 305 259 214 MEMENOW <br /> 36.3 19 <br /> 2 380 339 305 275 249 220 195 <br /> 3 380 339 305 275 249 220 195 174 152 <br /> 2.4 9 1J©0- 18fi0 . 1820. ,.' 17 t1° 1760 11130 ' 1710; 1690';- 1640 <br /> F .37 .38 .38 .39 .39 .42 .42 .42 <br /> 1 400 388 348 303 253 211 <br /> 18 2 400 388 348 315 278 246 218 193 <br /> 3 400 388 348 315 278 246 218 193 168 147 129 <br /> 2.7 #' z196ti 1910 1�70 1&0 1800 1770 1750 4720 1 0,, 1680, 1660 <br /> .35 .36 .36 .37 .38 .39 .39 .39 .39 <br /> F 34 .35 <br /> 1 400 388, 348 315 277 245 217 194 <br /> 16 2. 400 388 348 315 277 245 217 194 173 155 140 <br /> 3 400 388, 348 315 277 245 217 194 173 155 140 <br /> 3.3 `211E `` .190lY. `1$0 1910 =' 70 1840 1kjo 1760 i7 }"; 1740 <br /> F 28 .29 .29 .30 .31 .32 .32 .33 .33 .34 .34 <br /> 1 <br /> 22 2 288 257 <br /> 3 288 257 231 <br /> 1.8 q = 242Q� 19s0.. <br /> F .41 .42 .42 .43 .43 44 44 .44 .44 <br /> 21 1 322 <br /> 2 322 287 258 <br /> 3 322 287 258 233 <br /> 2040 2010 i980 r ,' « 1;10`- ; '1900 ' '1 "1`, = 0 1840 <br /> 2.0 F '` 38 .39 .40 41 �.41 41 .42 .42 .43 .43 <br /> 1 357 318 <br /> 1 EMMM -- <br /> 357 318 286 258 <br /> 4 /�// 20 � 357 318 286 258 235 215 - <br /> 207(i 2040° 20#1y <br /> 2.1 F 36 .S7 .37 8 38 39 .39 .46 .40 .41 .41 <br /> 1 400 382 343 289 <br /> 1 <br /> 42.3 2 400 382 343 310 282 257 <br /> 3 400 382 343 310 282 277 231 198 <br /> 2.4 9 2.140 -21GO 2060. ...., }, 2000 1970 1950 1930w 1 1 <br /> 32 .33 .34 35 .35 .38 .36 .36 .36 .37 37 <br /> 1 Qv 1 400 400 391 342 282 <br /> 2 400 400 391 354 322 293 260 <br /> 3 400 1, 400 391 354 322 293 260 232 201 172 <br /> 2.7 4 22U0 2150 2110 2Q70 „ .-2'04if 010 1990 ,1960- <br /> 30 31 .31 .32 .32 .33 .33 .34 .34 .35 .35 <br /> 6 1 400 400 390 352 320 293 269 <br /> 2 400 400 390 352 320 293 269 248 229 213 <br /> 3 400 400 390 352 320 293 269 248 229 213 198 <br /> 2350' 2290 2240 2190 2i50 2110. 2080 2050 =':2020," , 2000 1980 <br /> 3.3 F .25 .26 .26 .27 .27 .28 .28 .29 .29 <br /> 1 In m <br /> 22 <br /> 2 .323 288 <br /> 3 323 288 <br /> 1.8 q 2250 2224 ; 2 9, 2170 .39 <br /> , ': 2'350 1 2120, 2T00.; 2060 <br /> 37 .37 37 3$ 38 .39 .3'9 .39 40 40 ' <br /> 21 ' <br /> 2 36 322 289 <br /> 3 361 322 289 261 <br /> g 2280 2250 2220 <br /> 2.0 2070 - <br /> 34 .35 35 36 .36 7 7 7 8 38 <br /> 1 400 20 <br /> 2 400 356 320 <br /> 3 400 356 320 289 263 <br /> // 2.1 9 23#4 2270 2240 2-214 21,0 21.: '21 ; 3 ".ti2`80 <br /> 3 34 .34 .34 .34 .35 6 6 136 36 <br /> 1 400 400 <br /> 1 383 <br /> 2 400 400 383 347 315 <br /> 48.4 3 400 400 383 347 315 288 257 <br /> 237-0 2330 2290 2260 2230 2?00% 218Q <br /> 2.4 F" .29 .30 .30 31 .31 .32 .32 32 .32 33 33 <br /> 18 1 410 400 400 375 304 <br /> 2 400 400 400 395 359 328 301 <br /> 3 400 400 400 395 359 328 301 258 220 <br /> 2.7 A 243O 2380 2349 , 2A(10 ._z 2270 2240- 222fl.. 2f90_.:- 2i70 2 1 .P: 2140 - <br /> .31 <br /> 27 .2 .28 29 .29 0 <br /> 1 6 1 400 400 400 393 357 328 <br /> 300 276 <br /> 2 400 400 400 393 357 326 256 <br /> 3 400 400 400 393 357 326 300 276 256 237 <br /> 3.3 ;2 0, 24fxi3, 2#20 2380 .234Q. 2310 2200 22.5t1 2230, 22f0 <br /> '1 .23 .24 .24 25 15 25 .25 .26 26 .27 .27 <br /> 10 Shoring required in shaded areas. VERCO <br />