vulcraft 0.6 c, csv conform

VULCRAFT
Total
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16 .'
0.6 C, CSV CONFORM
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- 4 '.
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Total
Slab
Depth
2
(1=1.50)
2.5
(t=2.00)
3
(1=2.50)
3.5
(1=3.00)
4
(1=3.50)
4.5
(1=4.00)
5
(1=4.50)
DECK
0.6C28
0.6C26
0.6C24
0.6C22
0.6C28
0.6C26
0.6C24
0.6C22
0.6C28
0.6C26
0.6C24
0.6C22
0.6C28
0.6C26
0.6C24
0.6C22
0.6C28
0.6C26
0.6C24
0.6C22
0.6C28
0.6C26
0.6C24
0.6C22
0.6C28
0.6C26
0.6C24
0.6C22
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MAXIMUM CONSTRUCTION
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CLEAR SPANS (S.D.I. CRITERIA)
WEIGHT
PSF
23
23
23
23
29
29
29
29
35
35
35
36
41
41
41
42
47
47
47
48
53
53
53
54
59
59
59
60
1 SPAN
2- 3
2- 8
3-4
3-10
2- 2
2-6
3-2
3- 8
2-1
2- 5
3· 0
3- 6
2- 0
2-4
2-10
3·4
1-11
2- 3
2- 9
3- 2
1-10
2- 2
2· 8
3·1
1-10
2-1
2-7
3- 0
NWCONCRETE
N=9 145 PCF
2 SPAN
2-10
3- 5
4- 3
5-0
2- 9
3- 3
4-1
4- 9
2- 8
3- 2
3-11
4-7
2-7
3- 0
3- 9
4- 5
2- 6
2-11
3- 8
4- 3
2- 5
2-10
3- 6
4-1
2- 5
2- 9
3- 5
3-11
3 SPAN
2-11
3- 5
4-4
5- 1
2- 9
3-4
4- 2
4-10
2- 8
3- 2
3-11
4-7
2-7
3-1
3-10
4- 5
2-6
3- 0
3- 8
4- 3
2- 6
2-11
3-7
4-1
2- 5
2-10
3- 6
4- 0
WEIGHT
PSF
17
18
18
18
22
22
22
23
27
27
27
27
31
31
32
32
36
36
36
36
40
40
41
41
45
45
45
46
LWCONCRETE
N=14 110 PCF
2 SPAN
2-11
3- 6
4-6
5- 3
2-10
3- 5
4-4
5-1
2- 9
3-4
4· 2
4-10
2- 9
3- 3
4- 0
4- 8
2- 8
3-1
3-11
4- 6
2-7
3-1
3- 9
4- 5
2- 6
3- 0
3- 8
4- 3
1 SPAN
2-4
2- 9
3- 6
4-1
2- 3
2- 8
3- 4
3-11
2- 2
2-7
3- 2
3- 9
2-1
2· 6
3-1
3· 7
2-1
2- 5
3-0
3- 5
2- 0
2-4
2-11
3· 4
1-11
2- 3
2-10
3- 3
3 SPAN
3-0
3-7
4- 6
5-4
2-11
3-6
4-4
5.. 1
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2-10
3·4
4-2
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4-11
2·9
3-3
4-1
4-9
2- 8
3-2
3- <1
4-7
2-7
3-1
3-11}
4·5
2· 7
3- 0
3-9
4-4
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REINFORCED CONCRETE SLAB ALLOWABLE LOADS
Slab
Deoth
REINFORCEMENT
WW.F.
As
6X6-W1.4XW1.4
0.028*
2-0
194
2- 3
153
2- 6
124
it
Superimposed Uniform Load (osf) - 3 Span Condilion
Clear Soan (ft-in.)
3- 3
2-9
3- 0
3- 6
3- 9
74
103
86
63
4-0
I
4- 6
~--
..
I
2
6X6-W2.1XW2.1
0.042
285
225
183
151
127
108
93
(t=1.50)
6X6-W2.9XW2.9
6X6-W1.4XW1,4
0.058
0.028*
384
268
304
212
246
172
203
142
171
119
146
102
125
88
76
67
53
2.5
6X6-W2.1XW2.1
0.042
396
313
254
210
176
150
129
113
99
78
11=2.001
6X6-W2.9XW2.9
6X6-W1.4XW1,4
0.058
0.028*
400
342
400
271
344
219
284
181
239
152
204
130
176
112
153
97
134
86
1061
3
6X6-W2.1 XW2.1
0.042*
400
400
325
268
226
192
166
144
127
(t=2.50)
6X6·W2.9XW2.9
6X6-W2.1 XW2.1
0.058
0.042*
400
400
400
400
400
396
366
327
307
275
262
234
226
202
197
176
173
155
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3.5
6X6-W2.9XW2.9
0.058*
400
400
400
400
375
320
276
240
211
It=3.001
4X4-W2.9XW2.9
6X6-W2.1 XW2.1
0.087
0.042*
400
400
400
400
400
400
400
384
400
322
400
275
400
237
353
206
310
181
4
6X6-W2.9XW2.9
0.058'
400
400
400
400
400
372
321
280
246
It=3.501
4X4-W2.9XW2.9
6X6-W2.9XW2.9
0.087
0.058'
400
400
400
400
400
400
400
400
400
400
400
400
400
359
400
313
358
275
4.5
4X4·W2.9XW2.9
0.087
400
400
400
400
400
400
400
400
400
(1=4.00)
4X4·W4.0XW4.0
0.120
0.058*
400
400
400
400
400
400
400
400
400
400
400
400
400
396
400
345
400
6X6-W2.9XW2.9
5
4X4-W2.9XW2.9
0.087*
400
400
400
400
400
400
400
400
400
I
(t=4.50)
4X4·W4.0XW4.0
0.120
400
400
400
400
400
400
400
400
400
1
NOTES:
1.
2.
3.
4.
5.
..
* As does not meet A.C.1. criterion for temperature and shrinkage.
Recommended conform types are based upon S.D.1. criteria and normal weight concrete.
Superimposed loads are based upon three span conditions and A.C.!' moment coefficients.
Load values for single span and double spans are to be reduced.
Vulcraft's painted or galvanized form deck can be considered as permanent support in most building applications.
If uncoated form deck is used, deduct the weight of the slab from the allowable superimposed uniform loads.
303
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See page 23.
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VULCRAFT
SLAB INFORMATION
Total Slab
Death in.
2
21/2
3
3114
31/2
4
41/4
41/2
Thea. Concrete
Yd3/100 ff
0.52
0.68
0.83
0.91
0.99
1.14
1.22
1.30
Volume
WItt'
0.142
0.183
0.225
0.246
0.267
0.308
0.329
0.350
Recommended
Welded Wire Fabric
6x6 - W1.4xW1.4
6x6 - W1.4xW1.4
6x6 - W1.4xW1.4
6x6 - W1.4xW1.4
6x6 - W2.1xW2.1
6x6 - W2.1xW2.1
6x6 - W2.1xW2.1
6x6 - W2.1 xW2.1
SECTiON PROPERTIES
Deck
Type
Design
Deck
Thickness
Weight
in.
psf
in4/ft
in4/ft
in3/ft
Sn
in3/ft
Fy
Va
Ibs/ft
ksi
0.0149
0.76
0.012
0.012
0.035
0.036
2029
60
0.6C26
0.0179
0.91
0.015
0.015
0.043
0.043
2928
60
0.6C24
0.0239
1.21
0.019
0.019
0.057
0.057
4064
60
0.6C22
0.0295
1.49
0.024
0.024
0.070
0.070
5048
60
UNifORM
LOAD (PSF)
TYPE
NO.
NO. OF
SPANS
1
...
!
0.6C28
2
3
1
0.6C26
2
3
1
0.6C24
2
3
1
0.6C22
t
Ip
0.6C28
ALLOWABLE
•.
SectionPronerties
In
Sp
2
3
DESIGN
CRITERIA
Fb - 36,000
Defl.= 1/240
Defl.= 11180
Fb - 36,000
Defl.= 1/240
Deft.= 1/180
Fb - 36,000
Deft.= 11240
Defl.= 11180
Fb - 36,000
Defl.= 11240
Deft.= 11180
Fb - 36,000
Defl.= 1/240
Defl.= 11180
Fb = 36,000
Defl.= 11240
Deft.= 11180
Fb = 36,000
Defl.= 1/240
Deft.= 1/180
Fb = 36,000
Defl.= 11240
Defl.= 11180
Fb = 36,000
Deft.= 1/240
Deft = 1/180
Fb = 36,000
Deft.= 1/240
Deft.= 1/180
Fb = 36,000
Defl.= 11240
Defl.= 1/180
Fb = 36,000
Deft.= 11240
Defl.= 11180
2- 0
210
98
131
214
237
316
266
186
247
257
123
164
256
296
395
319
232
309
341
156
208
339
375
501
423
294
392
419
197
263
417
474
632
520
371
495
2-3
166
69
92
169
167
222
211
130
174
203
86
115
202
208
278
253
163
217
270
110
146
269
264
352
335
206
275
331
138
184
330
333
444
411
261
348
2-6
134
50
67
137
121
162
171
95
127
165
63
84
164
152
202
205
119
158
218
80
106
218
192
256
272
150
201
268
101
134
267
243
324
334
190
253
2-9
111
38
51
113
91
122
142
71
95
136
47
63
136
114
152
169
89
119
181
60
80
180
144
193
225
113
151
222
76
101
221
182
243
276
143
190
c
3-0
93
29
39
95
70
94
119
55
73
114
36
49
114
88
117
142
69
92
152
46
62
151
111
148
189
87
116
186
58
78
186
141
187
232
110
147
3-3
79
23
31
81
55
74
102
43
58
98
29
38
97
69
92
121
54
72
129
36
48
129
87
117
161
68
91
159
46
61
158
111
147
198
86
115
3-6
68
18
25
70
44
59
88
35
46
84
23
31
84
55
74
105
43
58
111
29
39
111
70
93
139
55
73
137
37
49
137
88
118
171
69
92
CLEAR SPAN 1ft-in)
4-0
3-9
4-6
60
52
41
15
12
9
20
16
12
61
54
43
36
30
21
48
40
28
76
67
53
28
23
16
38
31
22
73
64
51
19
15
11
25
21
14
64
73
51
45
37
26
60
49
35
91
80
63
35
20
29
47
27
39
97
67
85
24
14
19
32
18
26
67
97
85
57
47
33
44
76
63
121
106
84
45
37
26
49
59
34
119
105
83
17
25
30
40
23
33
119
105
83
72
59
42
79
96
56
103
149
131
46
33
56
43
75
62
5-0
34
6
8
34
15
20
43
12
16
41
8
11
41
19
25
51
15
20
55
10
13
55
24
32
68
19
25
67
13
17
67
30
40
84
24
32
5-6
28
5
6
28
11
15
36
9
12
34
6
8
34
14
19
43
11
15
45
7
10
45
18
24
56
14
19
55
9
13
55
23
30
69
18
24
6-0
23
4
5
24
9
12
30
7
9
29
5
6
29
11
15
36
9
11
38
6
8
38
14
19
47
11
15
47
7
10
47
18
23
58
14
18