ENGINEERING ultradek

Table of Contents(Page UD-8)

Ultra-Dek® ENGINEERING

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	251	184	141	111	90	75	63
SINGLE	LIVE LOAD/DEFLECTION	188	138	106	84	68	56	47
2 SPAN	POSITIVE WIND LOAD	146	107	82	65	53	43	37
2 SPAN	LIVE LOAD/DEFLECTION	110	81	62	49	39	33	27
3 OR MORE	POSITIVE WIND LOAD	183	134	103	81	66	54	46
3 OR MORE	LIVE LOAD/DEFLECTION	137	101	77	61	49	41	31
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	362	266	204	161	130	108	91
SINGLE	LIVE LOAD/DEFLECTION	272	200	153	121	98	81	68
2 SPAN	POSITIVE WIND LOAD	191	140	107	85	69	57	48
2 SPAN	LIVE LOAD/DEFLECTION	143	105	81	64	52	43	36
3 OR MORE	POSITIVE WIND LOAD	238	175	134	106	86	71	60
3 OR MORE	LIVE LOAD/DEFLECTION	179	132	101	80	64	52	40
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	556	409	313	247	200	165	139
SINGLE	LIVE LOAD/DEFLECTION	418	307	235	186	151	124	96
2 SPAN	POSITIVE WIND LOAD	267	196	150	119	96	79	67
2 SPAN	LIVE LOAD/DEFLECTION	201	147	113	89	72	60	50
3 OR MORE	POSITIVE WIND LOAD	333	254	188	148	120	99	83
3 OR MORE	LIVE LOAD/DEFLECTION	251	184	141	111	90	71	55

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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