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Type B Floor Deck Concrete Load Table   - Wide Flange Down

Formed Slab Load Table

Allowable Uniform Superimposed Loads for Reinforced Concrete Slabs - psf

Slab Depth	Reinforcement  W.W.R.	Three Span Condition  -  Center to Center
		4-0"	4'-6"	5'-0"	5'-6"	6'-0"	6'-6"	7'-0"	7'-6"	8'-0"	8'-6"	9'-0"
3.5	6x6W2.9xW2.9	224	177	143	118	99	85	73	64	56	50	44
3.5	6x6W4.0xW4.0	301	237	192	159	134	114	98	85	75	67	59
4.0	6x6W2.9xW2.9	280	221	179	148	124	106	91	80	70	62	55
4.0	6x6W4.0xW4.0	378	298	242	200	168	143	123	107	94	84	75
4.5	6x6W2.9xW2.9	336	265	215	177	149	127	110	95	84	74	66
4.5	6x6W4.0xW4.0	400	359	291	241	202	172	149	129	114	101	90
5.0	6x6W4.0xW4.0	400	400	341	281	236	201	174	151	133	118	105
5.5	6x6W4.0xW4.0	400	400	390	322	271	231	199	173	152	135	120
6.0	6x6W4.0xW4.0	400	400	400	363	305	260	224	195	172	152	136
6.5	6x6W4.0xW4.0	400	400	400	400	339	289	249	217	191	169	151

3000 PSI Concrete

6x6-W2.9xW2.9 = 6"x6" 6Ga

6x6-W4.0xW4.0 = 6"x6" 4Ga

If using temporary shoring then deduct weight of the slab from allowable live loads.

Contact your design professional for proper use of Flexospan load tables