ENGINEERING Ultra

Table of Contents(Page UD-6)

ENGINEERING Ultra-Dek®

Ultra-Dek® PANEL

ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT

26 Gauge (Fy = 50 KSI)
SPAN	LOAD	SPAN IN FEET
TYPE	TYPE	3.0	3.5	4.0	4.5	5.0	5.5	6.0
SINGLE	POSITIVE WIND LOAD	138	102	78	62	50	41	35
SINGLE	LIVE LOAD/DEFLECTION	104	76	58	46	37	31	26
2 SPAN	POSITIVE WIND LOAD	110	81	62	49	40	33	27
2 SPAN	LIVE LOAD/DEFLECTION	82	60	46	37	30	24	21
3 OR MORE	POSITIVE WIND LOAD	137	101	77	61	49	41	34
3 OR MORE	LIVE LOAD/DEFLECTION	103	76	58	46	37	31	24
24 Gauge (Fy = 50 KSI)
SPAN	LOAD	SPAN IN FEET
TYPE	TYPE	3.0	3.5	4.0	4.5	5.0	5.5	6.0
SINGLE	POSITIVE WIND LOAD	196	144	111	87	71	58	49
SINGLE	LIVE LOAD/DEFLECTION	148	109	83	66	53	44	37
2 SPAN	POSITIVE WIND LOAD	143	105	81	64	52	43	36
2 SPAN	LIVE LOAD/DEFLECTION	108	79	61	48	39	32	27
3 OR MORE	POSITIVE WIND LOAD	179	131	101	80	64	53	45
3 OR MORE	LIVE LOAD/DEFLECTION	135	99	76	60	48	39	30
22 Gauge (Fy = 50 KSI)
SPAN	LOAD	SPAN IN FEET
TYPE	TYPE	3.0	3.5	4.0	4.5	5.0	5.5	6.0
SINGLE	POSITIVE WIND LOAD	304	223	171	135	109	90	76
SINGLE	LIVE LOAD/DEFLECTION	229	168	129	102	82	68	57
2 SPAN	POSITIVE WIND LOAD	200	147	113	89	72	60	50
2 SPAN	LIVE LOAD/DEFLECTION	151	111	85	67	54	45	38
3 OR MORE	POSITIVE WIND LOAD	251	184	141	111	90	75	63
3 OR MORE	LIVE LOAD/DEFLECTION	188	138	106	84	68	54	41

NOTES

Allowable loads are based on uniform span lengths and Fy of 50 KSI.

Live load is allowable live load.

Wind load is allowable wind load and has been increased by 33 1/3%.

Deflection loads are limited by a maximum deflection ratio of L/240 of span or maximum bending stress from live load.

Weight of the panel has not been deducted from allowable loads.

Load table values do not include web crippling requirements.

Contact ASBC for wind uplift values.

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