Type "S" Corrugated Form Deck & Decking

Section Properties (Fy=80 ksi)
Gage	Design Thickness	Weight (psf)Glv	Ip(In4)	In(In4)	Sp(In3)	Sn(In3)
28	.0149	0.85	0.0116	0.0113	0.0356	0.037
26	.0179	1.02	0.014	0.0139	0.0449	0.045
24	.0238	1.30	0.0186	0.0186	0.0607	0.0602
22	.0295	1.55	0.0231	0.023	0.0747	0.0742
Section properties calculated in accordance with AISI specifications

Slab Depth	Gage	Weight PSF	NW Concrete			Weight PSF	LW Concrete 110 PCF
Slab Depth	Gage	Weight PSF	1 Span	2 Span	3 Span	Weight PSF	1 Span	2 Span	3 Span
2.0”	28	23	2-3	2-10	2-11	17	2-4	3-0	3-0
	26	23	2-9	3-6	3-7	18	2-10	3-8	3-9
	24	23	3-5	4-6	4-6	18	3-7	4-8	4-9
	22	23	4-0	5-3	5-4	18	4-3	5-7	5-7
2.5”	28	29	2-2	2-9	2-10	22	2-3	2-10	2-11
	26	29	2-7	3-5	3-5	22	2-9	3-7	3-7
	24	29	3-3	4-3	4-4	22	3-6	4-6	4-7
	22	29	3-10	5-0	5-1	23	4-0	5-3	5-4
3.0”	28	35	2-1	2-8	2-8	27	2-2	2-10	2-10
	26	35	2-6	3-3	3-4	27	2-8	3-5	3-6
	24	35	3-1	4-1	4-2	27	3-4	4-4	4-5
	22	35	3-7	4-9	4-10	27	3-11	5-1	5-2
3.5”	28	41	2-0	2-7	2-7	31	2-1	2-9	2-9
	26	41	2-5	3-2	3-2	31	2-7	3-4	3-5
	24	41	3-0	3-11	4-0	32	3-2	4-2	4-3
	22	42	3-5	4-7	4-7	32	3-9	4-11	4-11
4.0”	28	47	1-11	2-6	2-7	36	2-1	2-8	2-8
	26	47	2-4	3-1	3-1	36	2-6	3-2	3-2
	24	47	2-10	3-9	3-10	36	3-1	4-1	4-1
	22	48	3-4	4-5	4-5	36	3-7	4-9	4-10
4.5”	28	53	1-10	2-5	2-6	40	2-0	2-7	2-8
	26	53	2-3	3-0	3-0	40	2-4	3-3	3-3
	24	53	2-9	3-8	3-9	41	3-0	3-11	4-0
	22	54	3-2	4-3	4-3	41	3-6	4-7	4-8
5.0”	28	59	1-10	2-5	2-5	45	1-11	2-6	2-7
	26	59	2-2	2-11	2-11	45	2-4	3-1	3-2
	24	59	2-8	3-7	3-7	45	2-11	3-10	3-11
	22	60	3-1	4-1	4-2	46	3-4	4-5	4-6

Span Condition	Gage	Design Criteria	Uniform Total Load in Pounds Per Square Foot (Dead and Live)
Span Condition	Gage	Design Criteria	2’-0”	2’-6”	3’-0”	3’-6”	4’-0”	4’-6”	5’-0”	5’-6”	6’-0”
One	28	36000	211	135	94	69	52	41	33
		L/240	94	48	28
		L/180	126	64	37	23
	26	36000	267	171	118	87	66	52	42
		L/240	114	58	33	21
		L/180	152	77	45	28
	24	36000	*	231	160	118	90	71	57	47	40
		L/240	151	77	45	28
		L/180	202	103	60	37	25
	22	36000	*	284	197	145	111	87	71	58	49
		L/240	188	96	55	35	23
		L/180	251	128	74	46	31

Span Condition	Gage	Design Criteria	Uniform Total Load in Pounds Per Square Foot (Dead and Live)
Span Condition	Gage	Design Criteria	2’-0”	2’-6”	3’-0”	3’-6”	4’-0”	4’-6”	5’-0”	5’-6”	6’-0”
Two	28	36000	221	142	98	72	55	43	35
		L/240	228	117	67	42	28	20
		L/180	*	156	90	56	38	26
	26	36000	270	173	120	88	67	53
		L/240	275	140	81	51	34	24
		L/180	*	187	108	68	45	32
	24	36000		231	160	118	90	71	57	47	40
		L/240		187	108	68	45	32	23
		L/180		249	144	91	61	42	31
	22	36000		284	197	145	111	87	71	58	49
		L/240		232	134	84	56	39	29	21
		L/180		*	179	113	75	53	38	29

Span Condition	Gage	Design Criteria	Uniform Total Load in Pounds Per Square Foot (Dead and Live)
Span Condition	Gage	Design Criteria	2’-0”	2’-6”	3’-0”	3’-6”	4’-0”	4’-6”	5’-0”	5’-6”	6’-0”
Three or More	28	36000	273	177	123	90	69	54	44
		L/240	179	92	53	33	22
		L/180	239	122	71	44	29
	26	36000	*	216	150	110	84	66	54
		L/240	216	110	64	40	27
		L/180	288	147	85	53	36
	24	36000	*	289	200	147	112	89	72	59	50
		L/240	287	147	85	53	35	25
		L/180	*	196	113	71	47	33
	22	36000		*	247	181	139	109	89	73	61
		L/240		182	105	66	44	31	22
		L/180		243	141	88	59	41	30

Type S Form Deck