Premium Lock 200

12" Panel Width

 

 

ALLOWABLE LOAD TABLES FOR PREMIUM PANELS, INC.

PREMIUM LOCK 200 STANDING SEAM PANEL

Width: 12.00 inch, Alloy: ASTM A792- G50, Gauge: 24

Allowable Strength Design (ASD)

Wind Load Factor = 1.0

Allowable Uniform Load (psf)

 

Span	Deflection	Span Length (Feet)
		2.00	2.25	2.50	2.75	3.00	3.25	3.50	3.75	4.00
1	L/180	268	238	214	195	175	149	129	112	98
	L/240	268	238	214	195	175	149	129	112	98
	L/360	268	238	214	196	175	149	129	112	98
2	L/180	336	290	238	198	175	149	129	112	98
	L/240	336	290	238	198	175	149	129	112	98
	L/360	336	290	238	198	175	149	129	112	98
3	L/180	336	298	268	228	194	166	144	126	111
	L/240	336	298	268	228	194	166	144	126	111
	L/360	336	298	268	228	194	166	144	126	111

 

Span	Deflection	Span Length (Feet)
		4.25	4.50	4.75	5.00	5.25	5.50	5.75	6.00	6.25
1	L/180	87	77	69	62	56	51	47	43	39
	L/240	87	77	69	62	56	51	47	43	39
	L/360	87	77	69	62	56	51	47	40	36
2	L/180	87	77	69	62	56	51	47	43	39
	L/240	87	77	69	62	56	51	47	43	39
	L/360	87	77	69	62	56	51	47	43	39
3	L/180	98	88	79	71	65	59	54	49	45
	L/240	98	88	79	71	65	59	54	49	45
	L/360	98	88	79	71	65	59	54	49	45

 

Span	Deflection	Span Length (Feet)
		6.50	6.75	7.00	7.25	7.50	7.75	8.00	8.25	8.50
1	L/180	36	33	31	29	27	25	23	22	21
	L/240	36	33	31	29	27	25	23	22	21
	L/360	32	28	25	23	21	19	17	16	14
2	L/180	36	33	31	29	27	25	23	22	21
	L/240	36	33	31	29	27	25	23	22	21
	L/360	36	33	31	29	27	25	23	22	20
3	L/180	42	39	36	34	31	29	27	26	24
	L/240	42	39	36	34	31	29	27	26	24
	L/360	42	39	36	34	31	29	27	26	24

 

Span	Deflection	Span Length (Feet)
		8.75	9.00	9.25	9.50	9.75	10.00	10.25	10.50	10.75
1	L/180	19	18	17	16	15	14	14	13	12
	L/240	19	18	17	15	14	13	12	11	11
	L/360	13	12	11	10	9	9	8	8	7
2	L/180	19	18	17	16	15	14	14	13	12
	L/240	19	18	17	16	15	14	14	13	12
	L/360	18	17	16	14	13	12	11	11	10
3	L/180	23	21	20	19	18	17	16	15	15
	L/240	23	21	20	19	18	17	16	15	15
	L/360	23	21	20	19	18	16	15	14	13

 

1. The formula's in Load Tables for EXPOSURE and DEFLECTION are:
One Span - Mp= .125wl^2, Mn= .125wl^2, x= .0130wl^4/EI
Two Span - Mp= .125wl^2, Mn= .096wl^2, x= .0092wl^4/EI
Three Span - Mp= .080wl^2, Mn= .107wl^2, x= .0069wl^4/EI
Modulas of Elasticity (E) = 29,500 ksi

2. Allowable uniform loads are determined per the following:
a) Allowable Shear Stress (FV) [AISI c3.2]
b) Combined Bending and Shear [AISI c3.3]
c) Combined Bending and Web Crippling [AISI c3.5]

3. Factors of Safety used to determine uniform loads:
W (Bending) = 1.67
W (Shear) = 1.67
W (Web Crippling) = 1.85

4. Allowances have been made for member Dead Weight.

5. Minimum panel support bearing length = 2.00 in

6. Concentrated load = 150 lb at mid-span, load width = 4 in
Simple Span : Max. Span = 7.192 ft (L/180)
Two Span : Max. Span = 8.732 ft (L/180)
Three Span : Max. Span = 9.418 ft (L/180)

 

 

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