ENGINEERING Double

Table of Contents(Page DL-6)

Double-Lok® ENGINEERING

Double-Lok® PANEL
24" Coverage

ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT

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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