5-V_Crimp-header
Description

The 5V Crimp panel is one of the oldest and most trusted metal panels in the residential industry. A sleek, low profile roof panel with a 1/2" rib height, the 5V Crimp is durable while maintaining high energy efficiency standards.

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Features
  • Gauge – 29g and 26g galvalume panels
    (with 20-year warranty)
  • Coatings
    • Galvalume®
  • Panel Attachment - Exposed Fastening System
  • Coverage Width – 24”
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Section Properties

Negative Bending Positive Bending
Panel
Guage		 Fy
(KSI)		 Weight
(PSF)		 Ixe
(IN. 4/ft)		 Sxe
(IN. 3/ft)		 Maxo
(KIP-IN/FT)		 Ixe
(IN. 4/ft)		 Sxe
(IN. 3/ft)		 Maxo
(KIP-IN)
26 80 .75 0.0014 0.0069 0.2154 0.0028 0.0061 0.2941
29 80 .95 0.0018 0.0099 0.2849 0.0032 0.0071 0.3695
Notes:
  1.  All calculations for the properties of 5V Crimp panels are calculated in accordance with the 1996 edition of the Cold- Formed Steel Design Manual, with 1999 supplement - published by the American Iron and Steel Institute (AISI).
  2. Ixe is for de ection determination.
  3. Sxe is for Bending.
  4. Maxo is allowable bending moment.
  5. All values are for the one foot of panel width.

Allowable Uniform Loads ( In pounds per square foot )

29 Gauge (Fy = 80 KSI)
Span Type Load Type Span in feet
Single Wind Load
Live Load
Defection		 1.0
191.5
171.9		 1.5
85.1
71.5		 2.0
47.9
30.2		 2.5
30.6
15.4		 3.0
21.3
8.9		 3.5
15.6
5.6		 4.0
12.0
3.8
2-Span Wind Load
Live Load
Defection		 1.0
191.5
171.9		 1.5
85.1
71.5		 2.0
47.9
30.2		 2.5
30.6
15.4		 3.0
21.3
8.9		 3.5
15.6
5.6		 4.0
12.0
3.8
3-Span Wind Load
Live Load
Defection		 1.0
191.5
171.9		 1.5
85.1
71.5		 2.0
47.9
30.2		 2.5
30.6
15.4		 3.0
21.3
8.9		 3.5
15.6
5.6		 4.0
12.0
3.8
4-Span Wind Load
Live Load
Defection		 1.0
191.5
171.9		 1.5
85.1
71.5		 2.0
47.9
30.2		 2.5
30.6
15.4		 3.0
21.3
8.9		 3.5
15.6
5.6		 4.0
12.0
3.8
26 Gauge (Fy = 80 KSI)
Span Type Load Type Span in feet
Single Wind Load
Live Load
Defection		 1.0
253.2
246.3		 1.5
112.6
83.4		 2.0
63.3
35.2		 2.5
40.5
18.0		 3.0
28.1
10.4		 3.5
20.7
6.6		 4.0
4.0
4.4
2-Span Wind Load
Live Load
Defection		 328.4
189.9		 146.0
84.4		 82.1
47.5		 52.6
30.4		 36.5
21.1		 26.8
15.5		 20.5
10.6
3-Span Wind Load
Live Load
Defection		 395.7
237.4		 175.9
105.5		 98.9
59.4		 63.3
34.0		 44.0
19.7		 32.3
12.4		 24.7
8.3
4-Span Wind Load
Live Load
Defection		 383.3
221.7		 170.4
98.5		 95.8
55.4		 61.3
35.5		 42.6
20.9		 31.3
13.1		 24.0
8.8
Notes:
  1. Allowable loads are based on uniform span lengths.
  2. LIVE LOAD is limited by bending, shear combined shear and bending,or web crippling.
  3. DEFLECTION is limited by a maximum de ection ratio of L/180 of span.
  4. NEGATIVE WIND LOAD has been increased by 33.333% and does not consider fastener pullout or pullover.
  5. Panel weight has not been deducted from allowable loads.