7.2 INSUL-RIB™ | Takura Steel Buildings

7.2 INSUL-RIB™

The 7.2 Insul-Rib™ insulated metal wall panel combines a traditional 7.2 rib panel design with a polyurethane foam core. For the first time, this widely used profile is now available with exceptional insulating properties in various thicknesses.

Exterior Profile:

7.2″ on-center rib pattern, 1 1/2″ deep

Interior Profile:

Mesa nominal 1/8″ deep

Panel Core:

Foamed-in-place, Non-CFC & zero ODP urethane, FM Class 1 approval

Thermal Values:

K-factor, Btu in/ft2 hr. °F @ 75°F (24°C) mean core temperature = 0.140.

K-factor, Btu in/ft2 hr. °F @ 40°F (4°C) mean core temperature = 0.126

Module Width:

36″

Panel Thickness:

Nominal overall 3″, 4″, 5″, 6″

Panel Lengths:

8′-0″ to 40′-0″

Exterior Facings:

Stucco embossed, G-90 galvanized and/or AZ-50 aluminum-zinc coated steel in 26 Ga., 24 Ga. and 22 Ga.

Interior Facings:

Stucco embossed, G-90 galvanized and/or AZ-50 aluminum-zinc coated steel in 26 Ga., 24 Ga. and 22 Ga.

Panel Joint:

Offset double tongue and groove with extended metal shelf for positive face fastening

Fastening:

Fastener and Clip concealed in the side joint

Color:

A full range of exterior colors & coatings are available for the architectural market. For specific information about our available colors and coatings, visit us online for a comprehensive selection.

FM Approved Class 1 with no height restrictions.

attributes & advantages

Superior Insulating Value across the entire wall and roof area is assured with Metl-Span panels. The advanced polyurethane core provides enhanced insulation values that significantly lowers heating and cooling costs.

One-Piece Construction process assures rapid completion of the wall and roof system. Factory fabricated composite panels are attached directly to the supporting structure and multiple steps to construct the insulated wall and roof are eliminated. Faster building completion means reduced construction and interim financing costs.

Lightweight yet Structurally Strong panels weigh only 2 ½ to 3 ½ pounds per square foot, but are structurally strong enough for long spans that can significantly reduce costs for frame support.

Impermeable Faces & Built-in Thermal Breaks ensure the highest insulating values are maintained for the life of the building. Panels are manufactured with impermeable faces and when installed the insulation is completely encapsulated by metal trim that creates an impermeable membrane on all sides of the panel. The aged “R” values are comparable to the initial “R” values many years after the buildings original completion. Assured thermal values mean lower heating and cooling costs.

Class 1 Polyurethane Foam meets the requirements of the major model building codes for many types of construction. Unlike panels with expanded polystyrene cores they will not produce a self-propagating fire. Local building codes may require automatic fire suppression systems for most installations.

Concealed Attachment with clips and fasteners at the side joint of the panel offers a clean high profile appearance. No more barn like metal building looks.

Metl-Span are Lightweight, yet very strong and durable attributing to reduced costs for erection and structural support.

7.2 INSUL-RIB™ - material specifications

Exterior Profile:	7.2″ on-center rib pattern, 1-½” deep.
Interior Profile:	Mesa wave pattern, nominal 1/8″ deep. Light Mesa wave pattern, nominal 1/16″ deep.
Foam Core:	Foamed-in-place, Non-CFC & zero ODP polyurethane, Factory Mutual Class 1 approval.
Thermal Values:	R-Values with Air Films		73° Mean
		3″ Panel	12.17
		4″ Panel	18.49
		5″ Panel	25.15
		6″ Panel	31.74
		• R-Values include the air films on each side of the panel • 73° Mean based on ASTM C1363 Thermal Testing
		Module Width:	Nominal 36″
Panel Thickness:	Nominal overall 3″, 4″, 5″, 6″
Panel Lengths:	Standard 8′-0″ to 40′-0″.
Horizontal Application Reveal Widths:
Exterior Facings:	Stucco embossed, G-90 galvanized and/or AZ-50 aluminum-zinc coated steel in 26 Ga., 24 Ga. and 22 Ga.
Interior Facings:	Stucco embossed, G-90 galvanized and/or AZ-50 aluminum-zinc coated steel in 26 Ga., 24 Ga. and 22 Ga.
Standard Exterior:	Full-Strength 70% PVDF Fluoropolymer Coating.
Finishes & Colors:	Polar White, Sandstone, Regal Gray, Desert Beige* and Dark Bronze. Desert Beige and Dark Bronze are premium colors in 22 Ga. thickness. Note: 1. A new expanded palette of premium colors is also available for non-cold storage buildings. 2. Dark colors are not recommended for exterior color on cooler and freezer buildings. 3. Prices may vary by color, gauge and quantity of metal.
Interior Finishes & Colors:	USDA-compliant Polyester, Igloo White.
Joint:	Offset double tongue and groove with extended metal shelf for positive face fastening.
Fastening:	Fastener & Clip concealed in the side joint.
FM Approved Class 1 with no height restrictions.

load span tables

Allowable Uniform Loads for Panels with 26 Gage Facings

Panel Type	Span Conditions	Design Criteria	Support Span (Feet)
Panel Type	Span Conditions	Design Criteria	4′	5′	6′	7′	8′	9′	10′	11′	12′	13′	14′	15′
3″ CF-36 Insul-Rib	Two Spans	Bending & Shear	101.7	69.3	51.0	39.3	31.5	25.8	21.6	18.4	15.9	13.9	12.3	10.9
		L/180	431.8	251.8	165.5	117.6	88.0	68.4	54.6	44.5	36.9	31.0	26.3	22.5
		Pattern FP1	42.7	36.0	31.4	28.2	25.7	23.8	21.6	18.4	15.9	13.9	12.3	10.9
		Pattern FP11	101.7	69.3	51.0	39.3	31.5	25.8	21.6	18.4	15.9	13.9	12.3	10.9
	Three or More Spans	Bending & Shear	119.1	80.2	58.5	45.0	36.0	29.6	24.8	21.2	18.4	16.1	14.2	12.7
		L/180	384.1	228.7	152.2	108.7	81.4	63.1	50.2	40.7	33.6	28.0	23.6	20.1
		Pattern FP1	47.5	39.9	34.9	31.3	28.6	26.5	24.8	21.2	18.4	16.1	14.2	12.7
		Pattern FP11	116.2	80.2	58.5	45.0	36.0	29.6	24.8	21.2	18.4	16.1	14.2	12.7
4″ CF-36 Insul-Rib	Two Spans	Bending & Shear	107.7	75.0	56.3	44.2	35.9	29.9	25.3	21.8	19.0	16.7	14.9	13.3
		L/180	466.5	280.1	189.3	138.1	106.1	84.5	69.1	57.6	48.8	41.8	36.2	31.6
		Pattern FP1	48.1	40.0	34.4	30.4	27.4	25.0	23.0	21.5	19.0	16.7	14.9	13.3
		Pattern FP11	105.5	75.0	56.3	44.2	35.9	29.9	25.3	21.8	19.0	16.7	14.9	13.3
	Three or More Spans	Bending & Shear	124.5	85.3	63.2	49.3	40.0	33.2	28.2	24.3	21.3	18.8	16.7	15.0
		L/180	423.2	260.1	178.5	131.3	101.3	80.7	65.9	54.8	46.2	39.4	33.9	29.5
		Pattern FP1	53.2	44.0	37.8	33.4	30.1	27.5	25.4	23.7	21.3	18.8	16.7	15.0
		Pattern FP11	116.6	85.3	63.2	49.3	40.0	33.2	28.2	24.3	21.3	18.8	16.7	15.0
5″ CF-36 Insul-Rib	Two Spans	Bending & Shear	114.8	81.4	62.0	49.3	40.5	34.0	29.0	25.2	22.1	19.5	17.4	15.7
		L/180	514.2	317.9	220.5	164.5	128.8	104.3	86.6	73.2	62.8	54.5	47.7	42.1
		Pattern FP1	48.6	40.4	34.9	30.8	27.7	25.3	23.3	21.7	20.4	18.7	17.3	15.7
		Pattern FP11	106.6	81.4	62.0	49.3	40.5	34.0	29.0	25.2	22.1	19.5	17.4	15.7
	Three or More Spans	Bending & Shear	131.0	91.1	68.5	54.1	44.2	37.1	31.7	27.5	24.2	21.5	19.3	17.4
		L/180	475.0	300.4	211.3	158.9	125.0	101.4	84.1	71.0	60.8	52.5	45.8	40.2
		Pattern FP1	53.3	44.1	37.9	33.5	30.2	27.6	25.5	23.8	22.4	20.6	19.1	17.4
		Pattern FP11	117.0	91.1	68.5	54.1	44.2	37.1	31.7	27.5	24.2	21.5	19.3	17.4
6″ CF-36 Insul-Rib	Two Spans	Bending & Shear	121.1	87.1	67.1	53.9	44.6	37.7	32.4	28.2	24.8	22.0	19.7	17.8
		L/180	559.5	353.9	250.2	189.7	150.6	123.4	103.6	88.4	76.6	67.0	59.1	52.6
		Pattern FP1	49.0	40.8	35.3	31.2	28.0	25.6	23.6	21.9	20.6	18.9	17.5	16.3
		Pattern FP11	107.5	86.8	67.1	53.9	44.6	37.7	32.4	28.2	24.8	22.0	19.7	17.8
	Three or More Spans	Bending & Shear	136.8	96.4	73.1	58.3	48.0	40.5	34.8	30.3	26.8	23.9	21.5	19.4
		L/180	523.4	338.1	242.1	185.0	147.5	121.2	101.7	86.8	75.0	65.4	57.5	51.0
		Pattern FP1	53.5	44.3	38.1	33.6	30.3	27.7	25.6	23.8	22.4	20.7	19.2	17.9
		Pattern FP11	117.4	94.1	73.1	58.3	48.0	40.5	34.8	30.3	26.8	23.9	21.5	19.4

Panel Thickness Includes Rib Height

Notes:

Allowable positive load is the lowest value of the panel bending and shear strength or deflection limit.
Allowable suction load is the lowest value of the panel bending and shear strength, deflection limited and connection strength for each fastener pattern. The numbers have been reduced to reflect the lowest value.
Loads based on panel stress, deflection and connection design criteria are derived from ASTM E-72 testing.
Allowable loads are calculated with a factor of safety of 2.5 for bending, 3.0 for shear and 2.0 for connection.
Pattern FP1 is based on clip with (2) 1/4″-14 Tek III’s in minimum 14 gage steel.
Pattern FP11 is based on five (7.2″ on center, low cell of product), 1/4-14″ Tek III’s with 5/8″ neoprene bonded washer in minmum 14 gage steel.
The structural capacity of the girs are not considered and must be examined independently.

Allowable Uniform Loads for Panels with 24 Gage Exterior/26 Gage Interior Facings

Panel Type	Span Conditions	Design Criteria	Support Span (Feet)
Panel Type	Span Conditions	Design Criteria	4′	5′	6′	7′	8′	9′	10′	11′	12′	13′	14′	15′
2.5″ CF-36 Insul-Rib	Two Spans	Bending& Shear	125.1	83.5	60.2	45.8	36.2	29.4	24.4	20.6	17.7	15.4	13.5	11.9
		L/180	509.9	285.6	180.8	124.2	90.2	68.3	53.3	42.6	34.7	28.6	24.0	20.3
		Pattern FP1	27.1	24.2	22.2	20.7	19.6	18.8	18.1	17.5	17.0	15.4	13.5	11.9
		Pattern FP11	125.1	83.5	60.2	45.8	36.2	29.4	24.4	20.6	17.7	15.4	13.5	11.9
	Three or More Spans	Bending& Shear	149.4	98.8	70.9	53.7	42.4	34.4	28.6	24.2	20.8	18.1	15.9	14.1
		L/180	438.9	250.4	160.4	110.8	80.7	61.0	47.4	37.7	30.5	25.1	20.9	17.6
		Pattern FP1	30.4	27.0	24.8	23.2	22.0	21.0	20.3	19.7	19.1	18.1	15.9	14.1
		Pattern FP11	149.4	98.8	70.9	53.7	42.4	34.4	28.6	24.2	20.8	18.1	15.9	14.1
3″ CF-36 Insul-Rib	Two Spans	Bending & Shear	129.4	87.6	64.0	49.3	39.3	32.2	27.0	23.0	19.8	17.3	15.3	13.6
		L/180	534.1	304.9	196.9	137.8	102.0	78.6	62.4	50.6	41.8	35.1	29.7	25.5
		Pattern FP1	42.5	35.8	31.4	28.1	25.7	23.7	22.2	20.9	19.8	17.3	15.3	13.6
		Pattern FP11	129.4	87.6	64.0	49.3	39.3	32.2	27.0	23.0	19.8	17.3	15.3	13.6
	Three or More Spans	Bending & Shear	153.2	102.4	74.2	56.8	45.2	37.1	31.1	26.5	22.9	20.0	17.7	15.8
		L/180	467.0	272.6	178.6	126.0	93.6	72.2	57.1	46.2	38.0	31.7	26.7	22.7
		Pattern FP1	47.4	39.9	34.9	31.3	28.6	26.5	24.8	23.4	22.2	20.0	17.7	15.8
		Pattern FP11	153.2	102.4	74.2	56.8	45.2	37.1	31.1	26.5	22.9	20.0	17.7	15.8
4″ CF-36 Insul-Rib	Two Spans	Bending & Shear	135.6	93.5	69.6	54.5	44.2	36.7	31.1	26.8	23.3	20.5	18.3	16.4
		L/180	568.7	333.1	220.6	158.4	120.1	94.8	76.9	63.8	53.8	46.0	39.8	34.7
		Pattern FP1	47.8	39.8	34.3	30.3	27.3	24.9	23.0	21.5	20.1	18.6	17.2	16.0
		Pattern FP11	135.6	93.5	69.6	54.5	44.2	36.7	31.1	26.8	23.3	20.5	18.3	16.4
	Three or More Spans	Bending & Shear	158.8	107.7	79.2	61.4	49.5	41.1	34.8	30.0	26.2	23.1	20.6	18.5
		L/180	506.6	304.3	205.2	148.9	113.7	89.9	73.0	60.5	50.9	43.4	37.3	32.4
		Pattern FP1	53.1	43.9	37.8	33.4	30.0	27.5	25.4	23.7	22.3	20.6	19.1	17.8
		Pattern FP11	158.8	107.7	79.2	61.4	49.5	41.1	34.8	30.0	26.2	23.1	20.6	18.5
5″ CF-36 Insul-Rib	Two Spans	Bending & Shear	143.1	100.4	75.9	60.1	49.3	41.3	35.3	30.6	26.8	23.8	21.2	19.1
		L/180	616.6	371.1	252.0	184.9	143.0	114.8	94.7	79.7	68.1	59.0	51.6	45.5
		Pattern FP1	48.2	40.2	34.7	30.7	27.7	25.3	23.3	21.7	20.4	18.7	17.4	16.2
		Pattern FP11	143.1	100.4	75.9	60.1	49.3	41.3	35.3	30.6	26.8	23.8	21.2	19.1
	Three or More Spans	Bending & Shear	165.5	113.9	84.8	66.6	54.2	45.4	38.7	33.6	29.5	26.2	23.5	21.2
		L/180	559.5	345.4	238.5	176.9	137.8	111.0	91.6	77.1	65.8	56.8	49.5	43.4
		Pattern FP1	53.2	44.1	37.9	33.5	30.2	27.6	25.5	23.8	22.4	20.6	19.1	17.9
		Pattern FP11	162.8	113.9	84.8	66.6	54.2	45.4	38.7	33.6	29.5	26.2	23.5	21.2
6″ CF-36 Insul-Rib	Two Spans	Bending & Shear	149.8	106.5	81.4	65.2	53.8	45.4	39.0	34.0	30.0	26.6	23.9	21.6
		L/180	662.0	407.2	281.9	210.3	165.0	134.1	111.9	95.1	82.1	71.7	63.2	56.1
		Pattern FP1	48.6	40.5	35.1	31.0	28.0	25.5	23.6	21.9	20.6	18.9	17.5	16.3
		Pattern FP11	148.6	106.5	81.4	65.2	53.8	45.4	39.0	34.0	30.0	26.6	23.9	21.6
	Three or More Spans	Bending & Shear	171.6	119.5	89.9	71.2	58.4	49.2	42.2	36.8	32.4	28.9	26.0	23.5
		L/180	608.8	383.8	269.9	203.4	160.6	131.0	109.4	93.1	80.2	69.9	61.5	54.4
		Pattern FP1	53.4	44.2	38.0	33.6	30.3	27.6	25.6	23.8	22.4	20.7	19.2	17.9
		Pattern FP11	163.2	119.5	89.9	71.2	58.4	49.2	42.2	36.8	32.4	28.9	26.0	23.5

Panel Thickness Includes Rib Height

Notes:

Allowable positive load is the lowest value of the panel bending and shear strength or deflection limit.
Allowable suction load is the lowest value of the panel bending and shear strength, deflection limited and connection strength for each fastener pattern. The numbers have been reduced to reflect the lowest value.
Loads based on panel stress, deflection and connection design criteria are derived from ASTM E-72 testing.
Allowable loads are calculated with a factor of safety of 2.5 for bending, 3.0 for shear and 2.0 for connection.
Pattern FP1 is based on clip with (2) 1/4″-14 Tek III’s in minimum 14 gage steel.
Pattern FP11 is based on five (7.2″ on center, low cell of product), 1/4-14″ Tek III’s with 5/8″ neoprene bonded washer in minmum 14 gage steel.
The structural capacity of the girs are not considered and must be examined independently.

Allowable Uniform Loads for Panels with 24 Gage Exterior/26 Gage Interior Facings

Panel Type	Span Conditions	Design Criteria	Support Span (Feet)
Panel Type	Span Conditions	Design Criteria	4′	5′	6′	7′	8′	9′	10′	11′	12′	13′	14′	15′
2.5″ CF-36 Insul-Rib	Two Spans	Bending& Shear	143.1	95.2	68.5	52.0	41.0	33.3	27.6	23.3	20.0	17.4	15.2	13.5
		L/180	577.2	320.3	201.2	137.2	99.1	74.7	58.1	46.3	37.6	31.0	25.9	21.9
		Pattern FP1	27.1	24.1	22.1	20.7	19.6	18.8	18.1	17.5	17.0	17.4	15.2	13.5
		Pattern FP11	143.1	95.2	68.5	52.0	41.0	33.3	27.6	23.3	20.0	17.4	15.2	13.5
	Three or More Spans	Bending& Shear	171.6	113.1	80.9	61.2	48.2	39.1	32.5	27.5	23.6	20.5	18.0	15.9
		L/180	492.7	278.6	177.1	121.7	88.1	66.4	51.5	40.9	33.0	27.1	22.6	19.0
		Pattern FP1	30.4	27.0	24.8	23.2	22.0	21.0	20.3	19.7	19.1	20.5	18.0	15.9
		Pattern FP11	171.6	113.1	80.9	61.2	48.2	39.1	32.5	27.5	23.6	20.5	18.0	15.9
3″ CF-36 Insul-Rib	Two Spans	Bending & Shear	147.5	99.4	72.4	55.6	44.3	36.3	30.3	25.8	22.3	19.5	17.1	15.2
		L/180	601.4	339.6	217.2	150.9	111.0	85.1	67.2	54.4	44.9	37.5	31.8	27.2
		Pattern FP1	42.4	35.8	31.3	28.1	25.6	23.7	22.2	20.9	19.9	18.3	17.0	15.2
		Pattern FP11	147.5	99.4	72.4	55.6	44.3	36.3	30.3	25.8	22.3	19.5	17.1	15.2
	Three or More Spans	Bending & Shear	175.5	116.8	84.4	64.4	51.2	41.9	35.0	29.8	25.8	22.6	19.9	17.7
		L/180	521.0	300.9	195.5	137.0	101.3	77.7	61.4	49.5	40.7	33.8	28.5	24.3
		Pattern FP1	47.4	39.9	34.9	31.3	28.6	26.4	24.8	23.4	22.2	20.5	19.0	17.7
		Pattern FP11	175.5	116.8	84.4	64.4	51.2	41.9	35.0	29.8	25.8	22.6	19.9	17.7
4″ CF-36 Insul-Rib	Two Spans	Bending & Shear	153.8	105.4	78.2	61.0	49.3	41.0	34.7	29.8	26.0	22.9	20.3	18.2
		L/180	635.9	367.8	241.0	171.5	129.1	101.3	81.8	67.6	56.9	48.6	41.9	36.5
		Pattern FP1	47.7	39.6	34.2	30.3	27.3	24.9	23.0	21.4	20.1	18.6	17.2	16.0
		Pattern FP11	153.8	105.4	78.2	61.0	49.3	41.0	34.7	29.8	26.0	22.9	20.3	18.2
	Three or More Spans	Bending & Shear	181.2	122.2	89.5	69.2	55.6	46.0	38.9	33.5	29.2	25.8	23.0	20.6
		L/180	560.9	332.9	222.3	160.1	121.5	95.7	77.4	64.0	53.7	45.7	39.3	34.1
		Pattern FP1	53.0	43.9	37.7	33.3	30.0	27.5	25.4	23.7	22.3	20.6	19.1	17.8
		Pattern FP11	181.2	122.2	89.5	69.2	55.6	46.0	38.9	33.5	29.2	25.8	23.0	20.6
5″ CF-36 Insul-Rib	Two Spans	Bending & Shear	161.4	112.5	84.7	66.9	54.7	45.8	39.1	33.9	29.7	26.3	23.5	21.2
		L/180	683.8	405.9	272.4	198.1	152.1	121.4	99.7	83.6	71.3	61.6	53.8	47.4
		Pattern FP1	48.1	40.0	34.6	30.6	27.6	25.2	23.3	21.7	20.4	18.7	17.4	16.2
		Pattern FP11	161.4	112.5	84.7	66.9	54.7	45.8	39.1	33.9	29.7	26.3	23.5	21.2
	Three or More Spans	Bending & Shear	188.0	128.6	95.3	74.6	60.6	50.6	43.1	37.3	32.8	29.1	26.0	23.5
		L/180	614.4	374.4	256.0	188.4	145.8	116.9	96.2	80.7	68.7	59.3	51.6	45.3
		Pattern FP1	53.2	44.0	37.9	33.5	30.1	27.6	25.5	23.8	22.4	20.6	19.1	17.9
		Pattern FP11	188.0	128.6	95.3	74.6	60.6	50.6	43.1	37.3	32.8	29.1	26.0	23.5
6″ CF-36 Insul-Rib	Two Spans	Bending & Shear	168.3	118.8	90.4	72.2	59.5	50.2	43.1	37.6	33.1	29.4	26.4	23.8
		L/180	729.4	442.1	302.4	223.6	174.2	140.8	117.0	99.1	85.4	74.4	65.5	58.1
		Pattern FP1	48.4	40.4	34.9	30.9	27.9	25.5	23.5	21.9	20.6	18.9	17.5	16.3
		Pattern FP11	168.3	118.8	90.4	72.2	59.5	50.2	43.1	37.6	33.1	29.4	26.4	23.8
	Three or More Spans	Bending & Shear	194.3	134.4	100.6	79.4	65.0	54.6	46.8	40.8	35.9	32.0	28.8	26.0
		L/180	664.3	413.2	287.6	215.0	168.8	137.1	114.1	96.8	83.3	72.5	63.7	56.4
		Pattern FP1	53.3	44.1	38.0	33.6	30.2	27.6	25.6	23.8	22.4	20.7	19.2	17.9
		Pattern FP11	194.3	134.4	100.6	79.4	65.0	54.6	46.8	40.8	35.9	32.0	28.8	26.0

Panel Thickness Includes Rib Height

Notes:

Allowable positive load is the lowest value of the panel bending and shear strength or deflection limit.
Allowable suction load is the lowest value of the panel bending and shear strength, deflection limited and connection strength for each fastener pattern. The numbers have been reduced to reflect the lowest value.
Loads based on panel stress, deflection and connection design criteria are derived from ASTM E-72 testing.
Allowable loads are calculated with a factor of safety of 2.5 for bending, 3.0 for shear and 2.0 for connection.
Pattern FP1 is based on clip with (2) 1/4″-14 Tek III’s in minimum 14 gage steel.
Pattern FP11 is based on five (7.2″ on center, low cell of product), 1/4-14″ Tek III’s with 5/8″ neoprene bonded washer in minmum 14 gage steel.
The structural capacity of the girs are not considered and must be examined independently.

Takura Steel Buildings offers metl-span insulated panels to clients across Ontario, British Columbia, Alberta, Saskatchewan, Manitoba, Quebec, New Brunswick, Newfoundland and Labrador, Yukon, Northwest Territories, and Nunavut.

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