225064_Kingspan Structural Calcs 6.pdf

Kingspan Insulated PanelsCompany JOB TITLE City of Way Civic Center, 12557 Coleraine Drive Address Wray, CO 80758

Caledon, Ontario,L7E3B5 City, State JOB NO. SHEET NO.

905-951-5600 Phone CALCULATED BY A.Y DATE 8/19/25 CHECKED BY EOR to Verify DATE

CS2024 Ver 2024-01-10 www.struware.com

STRUCTURAL CALCULATIONS

FOR

City of Way Civic Center, Wray, CO 80758

Calculations Prepared By:

Amer Youssef. P.E.

Design Engineer

Kingspan Insulated Panels, Inc

Company JOB TITLE City of Way Civic Center, Address Wray, CO 80758

City, State JOB NO. SHEET NO.

Phone CALCULATED BY A.Y DATE 8/19/25

CHECKED BY EOR to Verify DATE www.struware.com

Code Search

Code:

Occupancy:

Occupancy Group = B

Risk Category & Importance Factors:

Risk Category = IV 0

Wind Factor = 1.00 use 0.60 NOTE: Output will be nominal wind pressures

Importance Factor 1.20

Seismic Importance factor = 1.50

Type of Construction:

Fire Rating:

Roof = 0.0 hr

Floor = 0.0 hr

Building Geometry:

Roof angle (θ) 3.00 / 12 14.0 deg

Building length 341.0 ft

Least width 100.0 ft

Mean Roof Ht (h) 23.0 ft

Parapet ht above grd 0.0 ft

Minimum parapet ht 0.0 ft hb for Elevated bldg 0.0 ft

Live Loads:

Roof 0 to 200 sf: 20 psf

200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf

Roofs used for roof gardens 100 psf

Floor:

Typical Floor 50 psf

Partitions 15 psf

Corridors above first floor 80 psf

Lobbies & first floor corridors 100 psf

Stairs and exit ways 100 psf

International Building Code 2018

Business

City, State JOB NO. SHEET NO.

Phone CALCULATED BY A.Y DATE 8/19/25

CHECKED BY EOR to Verify DATE

Wind Loads : ASCE 7- 16

Ultimate Wind Speed 121 mph Nominal Wind Speed 93.7 mph Risk Category IV Exposure Category B Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Bldg Directionality (Kd) 0.85

Kh MWFRS<=60 0.700

Kh all other 0.649

Type of roof Gable

Topographic Factor (Kzt)

Topography Flat

Hill Height (H) 80.0 ft

Half Hill Length (Lh) 100.0 ft

Actual H/Lh = 0.80

Use H/Lh = 0.50

Modified Lh = 160.0 ft

From top of crest: x = 50.0 ft

Bldg up/down wind? downwind

H/Lh= 0.50 K1 = 0.000 x/Lh = 0.31 K2 = 0.792 z/Lh = 0.14 K3 = 1.000

At Mean Roof Ht:

Kzt = (1+K1K2K3)^2 = 1.00

Gust Effect Factor h = 23.0 ft Flexible structure if natural frequency < 1 Hz (T > 1 second).

B = 100.0 ft If building h/B>4 then may be flexible and should be investigated.

/z (0.6h) = 30.0 ft h/B = 0.23 Rigid structure (low rise bldg)

G = 0.85 Using rigid structure default

Rigid Structure Flexible or Dynamically Sensitive Structure ē = 0.33 Natural Frequency (η1) = 0.7 Hz ℓ = 320 ft Damping ratio (β) = 0.01 zmin = 30 ft /b = 0.450 c = 0.30 /α = 0.250 gQ, gv = 3.4 Vz = 78.0

Lz = 310.0 ft N1 = 2.78

Q = 0.86 Rn = 0.073

Iz = 0.30 Rh = 0.582 η = 0.950 h = 23.0 ft

G = 0.84 RB = 0.213 η = 4.129

RL = 0.021 η = 47.140 gR = 4.104

R = 0.699

Gf = 1.046

City, State JOB NO. SHEET NO.

Phone CALCULATED BY A.Y DATE

CHECKED BY EOR to Verify DATE

Nominal Wind Pressures

Wind Loads - Components & Cladding : h ≤ 60' Kh = 0.649 100.0 ft 30.0 ft

Base pressure (qh) = 12.4 psf h = 23.0 ft 100.0 ft

Minimum parapet ht = 0.0 ft a = 9.2 ft 100.0 ft

Roof Angle (θ) = 14.0 deg GCpi = +/-0.18

Type of roof = Gable qi = qh = 12.4 psf

Roof Surface Pressure (psf) User input

Area 2 sf 10 sf 20 sf 50 sf 75 sf 100 sf 200 sf 250 sf 80 sf 200 sf

Negative Zone 1 & 2e -27.10 -27.10 -27.10 -16.50 -11.8 -10.0 -10.0 -10.0 -11.0 -10.0 Negative Zone 2n, 2r &3e -39.50 -39.50 -34.10 -27.10 -23.9 -21.7 -16.4 -14.6 -23.4 -16.4

Negative Zone 3r -46.90 -46.90 -40.20 -31.30 -27.4 -24.6 -24.6 -24.6 -26.7 -24.6 Positive All Zones 10.90 10.00 10.00 10.00 10.0 10.0 10.0 10.0 10.0 10.0

Overhang Zone 1 & 2e -31.00 -31.00 -31.00 -24.00 -20.8 -18.6 -18.6 -18.6 -20.3 -18.6

Overhang Zone 2n & 2r -43.40 -43.40 -39.40 -34.10 -31.8 -30.1 -26.1 -24.8 -31.4 -26.1 Overhang Zone 3e -50.90 -50.90 -43.90 -34.80 -30.7 -27.8 -20.9 -18.6 -30.0 -20.9 Overhang Zone 3r -58.30 -58.30 -49.40 -37.50 -32.3 -28.5 -28.5 -28.5 -31.4 -28.5

Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adj wall pressure (which includes internal pressure of 2.2 psf)

Parapet qp = 0.0 psf Surface Pressure (psf) User input

Solid Parapet Pressure 10 sf 20 sf 50 sf 100 sf 250 sf 500 sf 50 sf CASE A: Zone 2e : 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Zone 2n, 2r & 3e : 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Zone 3r : 0.0 0.0 0.0 0.0 0.0 0.0 0.0

CASE B: Interior zone : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Corner zone : 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Walls GCp +/- GCpi Surface Pressure at h Area 10 sf 100 sf 200 sf 500 sf 10 sf 100 sf 200 sf 500 sf 100 sf 200 sf

Negative Zone 4 -1.28 -1.10 -1.05 -0.98 -15.9 -13.7 -13.0 -12.2 -13.7 -13.0 Negative Zone 5 -1.58 -1.23 -1.12 -0.98 -19.6 -15.2 -13.9 -12.2 -15.2 -13.9

Positive Zone 4 & 5 1.18 1.00 0.95 0.88 14.6 12.5 11.8 10.9 12.5 11.8

User input

8/19/25

City, State JOB NO. SHEET NO.

Phone CALCULATED BY A.Y DATE

CHECKED BY EOR to Verify DATE

8/19/25

Location of C&C Wind Pressure Zones - ASCE 7-16

Roofs w/ θ ≤ 10° Walls h ≤ 60' and all walls & alt design h<90' and Gable θ ≤ 7 degrees & Monoslope roofs h > 60' Monoslope ≤ 3 degrees 3° < θ ≤ 10° h ≤ 60' & alt design h<90' h ≤ 60' & alt design h<90'

Monoslope roofs Multispan Gable > 10° Hip 7° < θ ≤ 27°

10° < θ ≤ 30° & Gable 7° < θ ≤ 45° h ≤ 60' & alt design h<90'

Sawtooth 10° < θ ≤ 45° h ≤ 60' & alt design h<90'

Stepped roofs θ ≤ 3° h ≤ 60' & alt design h<90'

Note: The stepped roof zones above are as shown in ASCE 7-16 . Prior editions didn't show zones, but the notes sent you to the low slope gable figure. The note in ASCE 7-16 still sends you to the low slope gable figure, but for some reason the zones shown are per editions prior to ASCE 7-16.

Therefore, the above zones may be a code mistake and the correct zone locations may be per the low slope gable roof shown at the top of this page.

Note: The hatched area indicates where roof positive pressures are equal to the adjacent wall positive pressure.

Multispan Gable & Sawtooth ≤ 10°

DATE:

PAGE: 1 of 1

3 inch

42 inch STD

THERMAL 100 70 70

LOAD Load:

SPAN Length:

Span:

SHEAR DIAGRAM

MOMENT DIAGRAM

DEFLECTION CURVE

E = 29500 ksi Sxf = 0.8475 in^3/ft Fb = 13200 psi 2.50

I = 1.1348 in^4/ft Sxl = 0.6917 in^3/ft Fb = 8600 psi 3.00

G = 466 psi Sx = 0.6917 in^3/ft Fv = 7.33 psi 2.00

Ac = 34.72 in^2/ft 2.57 lb/sf Interior Connection: 259 lb/ft 3.00

End Connection: 105 lb/ft 3.00

R1 R2

Support Reactions (lb/ft) : -77 -77

Allowable Value (lb/ft) : 105 105

PASS PASS

Span B

75.17

76.73

76.73

2.21

7.33

PASS

Span B

13200

PASS

PASS

Span B

0.2287

PASS

R1 R2

-269 -269

16 Ga 16 Ga

2 2

0 0

553 553

PASS PASS

Clip Fastener Description: Standard 2-hole hidden clip w/ FM 1/4-14 Blazer Tek 3 fasteners as indicated

Shear Modulus:

Section Modulus (F): Face Buckling Stress: Buckling of Facings:

Section Modulus (L): Liner Buckling Stress: Core Shear:

Fastener Pullout:

Allowable Fb on Face (psi) :

SAFETY FACTORS

Least Section Mod: Allowable Shear: Connection Strength:

ALLOWABLE VALUES

Allowable Value (psi) :

Results :

Maximum Fb on Face (psi) :

Maximum Shear, V (lb) :

Results :

CORE SHEAR STRESS ( Fv = V/Ac ):

CONNECTION STRENGTH (REACTIONS):

End Shear, V (lb) :

Fastener Pullover:

Max. Shear Stress, Fv (psi) :

Moment of Inertia:

Maximum Fb on Liner (psi) :

FACING BUCKLING STRESS ( Fb= M/Sx ):

Support Materials :

Number of Screws per Clip :

Kapture

Panel Width:

Condition: Vertical Wall Panel Analysis, Min. 16 ga, fy=50 ksi steel girts (Design not by kingspan),Given Spacing

Final Temp. Face °F :

May 20, 2025

KS Series Steel

Core Thickness: QuadCore

Version 3.9 for Flexible Faced Panels

Final Temp. Liner °F :

24/26

-19.6

7.830 span B

Δ Δ

R2

Installed Baseline Temp. °F :

Reveal

R1

Elastic Modulus:

End Shear, V (lb) :

Core Shear Area: Panel Weight:

PANEL PROPERTIES & ALLOWABLES:

Allowable Fb on Liner (psi) :

Results for Face Stress Fb:

Maximum Deflection (in) :

Results :

Deflection Ratio L / XXX :

Allowable Reaction (lb) :

Results :

FASTENER CHECK (PULLOUT):

Reactions at Clip (lb) :

Results for Liner Stress Fb:

DEFLECTION CHECK:

Supplemental Fasteners :

Allowable Deflection L / XXX :

-100.00

-50.00

0.00

50.00

100.00

-2000

-1500

-1000

-500

0.0000

0.0500

0.1000

0.1500

0.2000

0.2500

3 inch

42 inch STD

THERMAL 100 70 70

LOAD Load:

SPAN Length:

Span:

SHEAR DIAGRAM

MOMENT DIAGRAM

DEFLECTION CURVE

E = 29500 ksi Sxf = 0.8475 in^3/ft Fb = 13200 psi 2.50

I = 1.1348 in^4/ft Sxl = 0.6917 in^3/ft Fb = 8600 psi 3.00

G = 466 psi Sx = 0.6917 in^3/ft Fv = 7.33 psi 2.00

Ac = 34.72 in^2/ft 2.57 lb/sf Interior Connection: 259 lb/ft 3.00

End Connection: 105 lb/ft 3.00

R1 R2 R3

Support Reactions (lb/ft) : -52 -176 -7

Allowable Value (lb/ft) : 105 259 105

PASS PASS PASS

Span B Span C

95.49 7.46

51.51 80.74

95.49 80.74

2.75 2.33

7.33 7.33

PASS PASS

Span B Span C

2335 2335

13200 13200

1174 24

8600 8600

PASS PASS

PASS PASS

Span B Span C

0.1763 0.0539

511 1002

180 180

PASS PASS

R1 R2 R3

-180 -617 -26

16 Ga 12 Ga 16 Ga

2 2 2

0 0 0

553 967 553

Results : PASS PASS PASS

Clip Fastener Description: Standard 2-hole hidden clip w/ FM 1/4-14 Blazer Tek 3 fasteners as indicated

Version 3.9 for Flexible Faced Panels

Δ

Supplemental Fasteners :

Allowable Reaction (lb) :

Number of Screws per Clip :

Maximum Shear, V (lb) :

Support Materials :

Reactions at Clip (lb) :

R1

Elastic Modulus:

PANEL PROPERTIES & ALLOWABLES:

Shear Modulus:

Section Modulus (F):

Moment of Inertia:

Least Section Mod:

Core Shear Area: Panel Weight:

SAFETY FACTORS

Allowable Shear:

Section Modulus (L):

Fastener Pullover:

Allowable Deflection L / XXX :

Results :

DEFLECTION CHECK:

Maximum Deflection (in) :

Deflection Ratio L / XXX :

Results for Liner Stress Fb:

June 6, 2025Kapture span B

KS Series 24/26

Condition:

-19.6

Final Temp. Liner °F :Final Temp. Face °F :

Steel

7.500

Core Thickness:

Panel Width:

QuadCore

Vertical Wall Panel Analysis, Min.12 ga, Fy=50 ksi Steel Girts ( Design not by Kingspan), Given Spacing

Installed Baseline Temp. °F :

Δ

-19.6

4.500 span C

Δ

R3R2

FASTENER CHECK (PULLOUT):

Allowable Fb on Liner (psi) :

Results for Face Stress Fb:

Reveal

Buckling of Facings:

Liner Buckling Stress: Core Shear:

Connection Strength:

Fastener Pullout:

ALLOWABLE VALUES

Face Buckling Stress:

Allowable Fb on Face (psi) :

CONNECTION STRENGTH (REACTIONS):

Results :

CORE SHEAR STRESS ( Fv = V/Ac ):

Max. Shear Stress, Fv (psi) :

FACING BUCKLING STRESS ( Fb= M/Sx ):

Maximum Fb on Face (psi) :

End Shear, V (lb) :

End Shear, V (lb) :

Results :

Allowable Value (psi) :

Maximum Fb on Liner (psi) :

-100.00

-50.00

0.00

50.00

100.00

150.00

-1000

0.0000

0.0500

0.1000

0.1500

0.2000 amer.youssef Text Box EOR Attention please provide 12 ga ,fy= 50 ksi steel girt at R2 instead of 16 ga

3 inch

42 inch STD

THERMAL 100 70 70

LOAD Load:

SPAN Length:

Span:

SHEAR DIAGRAM

MOMENT DIAGRAM

DEFLECTION CURVE

E = 29500 ksi Sxf = 0.8475 in^3/ft Fb = 13200 psi 2.50

I = 1.1348 in^4/ft Sxl = 0.6917 in^3/ft Fb = 8600 psi 3.00

G = 466 psi Sx = 0.6917 in^3/ft Fv = 7.33 psi 2.00

Ac = 34.72 in^2/ft 2.57 lb/sf Interior Connection: 259 lb/ft 3.00

End Connection: 105 lb/ft 3.00

R1 R2 R3

Support Reactions (lb/ft) : -44 -203 -37

Allowable Value (lb/ft) : 105 259 105

PASS PASS PASS

Span B Span C

102.83 37.17

44.17 100.03

102.83 100.03

2.96 2.88

7.33 7.33

PASS PASS

Span B Span C

3115 3115

13200 13200

863 611

8600 8600

PASS PASS

PASS PASS

Span B Span C

0.1664 0.1403

541 599

180 180

PASS PASS

R1 R2 R3

-155 -710 -130

16 Ga 12 Ga 16 Ga

2 2 2

0 0 0

553 967 553

Results : PASS PASS PASS

Clip Fastener Description: Standard 2-hole hidden clip w/ FM 1/4-14 Blazer Tek 3 fasteners as indicated

Version 3.9 for Flexible Faced Panels

Δ

Supplemental Fasteners :

Allowable Reaction (lb) :

Number of Screws per Clip :

Maximum Shear, V (lb) :

Support Materials :

Reactions at Clip (lb) :

R1

Elastic Modulus:

PANEL PROPERTIES & ALLOWABLES:

Shear Modulus:

Section Modulus (F):

Moment of Inertia:

Least Section Mod:

Core Shear Area: Panel Weight:

SAFETY FACTORS

Allowable Shear:

Section Modulus (L):

Fastener Pullover:

Allowable Deflection L / XXX :

Results :

DEFLECTION CHECK:

Maximum Deflection (in) :

Deflection Ratio L / XXX :

Results for Liner Stress Fb:

June 6, 2025Kapture span B

KS Series 24/26

Condition:

-19.6

Final Temp. Liner °F :Final Temp. Face °F :

Steel

7.500

Core Thickness:

Panel Width:

QuadCore

Vertical Wall Panel Analysis, Min.12 ga, Fy=50 ksi Steel Girts ( Design not by Kingspan), Given Spacing

Installed Baseline Temp. °F :

Δ

-19.6

7.000 span C

Δ

R3R2

FASTENER CHECK (PULLOUT):

Allowable Fb on Liner (psi) :

Results for Face Stress Fb:

Reveal

Buckling of Facings:

Liner Buckling Stress: Core Shear:

Connection Strength:

Fastener Pullout:

ALLOWABLE VALUES

Face Buckling Stress:

Allowable Fb on Face (psi) :

CONNECTION STRENGTH (REACTIONS):

Results :

CORE SHEAR STRESS ( Fv = V/Ac ):

Max. Shear Stress, Fv (psi) :

FACING BUCKLING STRESS ( Fb= M/Sx ):

Maximum Fb on Face (psi) :

End Shear, V (lb) :

End Shear, V (lb) :

Results :

Allowable Value (psi) :

Maximum Fb on Liner (psi) :

-150.00

-100.00

-50.00

0.00

50.00

100.00

150.00

-1000

-0.0500

0.0000

0.0500

0.1000

0.1500

0.2000 amer.youssef Text Box EOR Attention please provide 12 ga ,fy= 50 ksi steel girt at R2 instead of 16 ga

3 inch

42 inch STD

THERMAL 100 70 70

LOAD Load:

SPAN Length:

Span:

SHEAR

DIAGRAM

MOMENT

DIAGRAM

DEFLECTION

CURVE

E = 29500 ksi Sxf = 0.8475 in^3/ft Fb = 13200 psi 2.50

I = 1.1348 in^4/ft Sxl = 0.6917 in^3/ft Fb = 8600 psi 3.00

G = 466 psi Sx = 0.6917 in^3/ft Fv = 7.33 psi 2.00

Ac = 34.72 in^2/ft 2.57 lb/sf 259 lb/ft 3.00

End Connection: 105 lb/ft 3.00

R1 R2 R3 R4

Support Reactions (lb/ft) : -9 -108 -108 -9

Allowable Value (lb/ft) : 105 259 259 105

PASS PASS PASS PASS

Span B Span C Span D

68.93 39.20 9.47

9.47 39.20 68.93

68.93 39.20 68.93

1.99 1.13 1.99

7.33 7.33 7.33

PASS PASS PASS

Span B Span C Span D

1684 1684 1684

13200 13200 13200

40 0 40

8600 8600 8600

PASS PASS PASS

PASS PASS PASS

Span B Span C Span D

0.0440 0.0379 0.0440

1091 1268 1091

180 180 180

PASS PASS PASS

R1 R2 R3 R4

-33 -378 -378 -33

16 Ga 16 Ga 16 Ga 16 Ga

2 2 2 2

0 0 0 0

Allowable Reaction (lb) : 553 553 553 553

Results : PASS PASS PASS PASS

Clip Fastener Description: Standard 2-hole hidden clip w/ FM 1/4-14 Blazer Tek 3 fasteners as indicated

Results for Liner Stress Fb:

Reveal

Installed Baseline Temp. °F :Final Temp. Face °F : Final Temp. Liner °F :

Δ Δ

Interior Connection:

Elastic Modulus: Section Modulus (F): Face Buckling Stress:

Liner Buckling Stress: Core Shear:

Allowable Shear: Connection Strength:

PANEL PROPERTIES & ALLOWABLES:

ALLOWABLE VALUES SAFETY FACTORS

Fastener Pullover:

Fastener Pullout:

Buckling of Facings:

Shear Modulus: Least Section Mod:

Moment of Inertia: Section Modulus (L):

Δ

R2

-19.6

R1 R3 R4

Δ

Kapture June 6, 2025

KS Series 24/26 Steel

Version 3.9 for Flexible Faced Panels

-19.6

4.000 4.000 span B span C

Core Thickness: QuadCore

Panel Width:

Condition: Horizontaly Wall Panel Analysis, Min.16 ga, Fy=50 ksi Steel Studs ( Design not by Kingspan), Max. Spacing

-19.6

4.000 span D

Support Materials :

Number of Screws per Clip :

Supplemental Fasteners :

Reactions at Clip (lb) :

Maximum Deflection (in) :

Deflection Ratio L / XXX :

FASTENER CHECK (PULLOUT):

Allowable Deflection L / XXX :

Results :

DEFLECTION CHECK:

Maximum Fb on Liner (psi) :

Results for Face Stress Fb:

Allowable Fb on Liner (psi) :

CONNECTION STRENGTH (REACTIONS):

Results :

Core Shear Area: Panel Weight:

End Shear, V (lb) :

Allowable Value (psi) :

Results :

FACING BUCKLING STRESS ( Fb= M/Sx ):

Maximum Fb on Face (psi) :

Allowable Fb on Face (psi) :

Max. Shear Stress, Fv (psi) :

Maximum Shear, V (lb) :

CORE SHEAR STRESS ( Fv = V/Ac ):

End Shear, V (lb) :

-100.00

-50.00

0.00

50.00

100.00

-500

0.0000

0.0100

0.0200

0.0300

0.0400

0.0500

Visit our website for the most up-to-date product and technical information!

800.486.1832 | www.trianglefastener.comTRIANGLE FASTENER CORPORATION

MD19.0820

R

Pullout Loads | Ultimate in Pounds Force Carbon Steel, 304 Stainless Steel & 410 Stainless Steel Screws The tensile strength of the substrate that is used in the chart below is typical for metal building and roofing applications.

Contact TFC if other substrate tensile strengths are required.

PULLOUT LOADSPULLOUT LOADS

BLAZERBLAZER®® SELF-DRILLING SCREWS SELF-DRILLING SCREWS

FASTENER PULLOUT LOADS | DRILL SCREWSFASTENER PULLOUT LOADS | DRILL SCREWS

Fastener Information

PULLOUT | ULTIMATE LOAD IN POUNDS

Calculated Values In Accordance to AISI S100 | Section E4

Screw Size

Nom Dia.

(in.)

Grade 50 per ASTM A1011 60Ksi Min. Steel

Grade 50 per ASTM A792/A653/A572/A529 65Ksi Min. Steel

26 Ga.

(.018")

25 Ga.

(.021”)

24 Ga.

(.024")

22 Ga.

(.030")

20 Ga.

(.036")

18 Ga.

(.048")

16 Ga.

(.060")

14 Ga.

(.075")

12 Ga.

(.105")

1/8" (.125")

10 ga (.135")

1/4" (.250")

3/8" (.375")

1/2" (.500")

#8-18 .164" 151 177 202 252 303 435 543

#10-16 .190" 174 203 233 291 349 504 627 786 1,101 1,311

#10-24 .190" 504 627 786 1,101 1,311

#12-14 .216" 198 231 264 330 397 573 716 895 1,253 1,492 1,611

#12-24 .216" 1,492 1,611 2,984 *4,475 *5,967

1/4-14 .250" 230 268 306 383 459 633 829 1,036 1,450 1,727 1,865 3,453

1/4-20 .250" 1,727 1,865 3,453 *5,180 *6,906

5/16-12 .3125" 829 1,036 1,295 1,813 2,158 2,331

For allowable loads, please apply an appropriate Factor of Safety as required by local and national code requirements.

AISI S100 Section E4 recommends a Factor of Safety of 3 for allowable loads.

Because the tensile strength of the substrate dramatically affects the pullout of the fastener, TFC provides published pullout results based on a calculation developed by AISI.

The following pullout loads were calculated per AISI S100 | Section 4 of the Supplement No. 2 to the American Specification for the Design of Cold-Form Steel Structural members (S100-07/S2-10).

Many tests were conducted with compressible fiberglass insulation placed between steel sheet samples. It was determined by the results that the equations are valid for steel connections including applications that use compressible insulation. Refer to AISI S100 for more details.

• The pullout calculation requires the use of the nominal diameter of the screw and the tensile strength of the substrate.

• Because substrate tensile and specific fastener details like point diameter affects pullout loads, these pullout loads are conservative.

Fastener Pullout

F

* Denotes load exceeds tensile strength of screw.

For tested values, contact Triangle Fastener to conduct actual pullout tests based on a specific fastener style and the tensile strength requirement of the substrate.

DISCLAIMER: All information is non-binding and without guarantee. Before using the products, all specifications and calculations must be checked by a suitably qualified person and local regula-tions must be observed. This document is subject to revision. We reserve the right to make technical changes. 03.21-1

MD4.1122

R HEX WASHER HEAD HEX WASHER HEAD

BLAZERBLAZER®® SELF-DRILLING SCREWS SELF-DRILLING SCREWS

Sliding Rake Angle Screw SSR Clip |

5/16" HWH

● The hex washer head is the most popular drive system and provides the best stability during installation.

● Available with TRI-SEAL® long life coating for the ultimate corrosion protection...1,000 hrs salt spray with no red rust!

High Hex, Serrations 5/8”, 3/4”

HEX DRIVE SIZE

#8 dia: 1/4" HWH

#10 dia: 5/16" HWH #12 dia: 5/16" HWH

1/4 dia: 5/16”1 & 3/8" HWH 5/16 dia: 3/8" HWH

HEX WASHER HEAD HEX WASHER HEAD

BLAZERBLAZER®® SELF-DRILLING SCREWS SELF-DRILLING SCREWS

SIZESSIZES **Blue colored sizes denotes popular DC items**

ITEM SIZE Po in t T yp e

LENGTHS

Load Bearing Length

(MAX)

Box Qty

A #8-18 DP2

1/2" .100" 10M 5/8" .125" 10M 3/4" .250" 10M 1" .500" 7.5M 1-1/4" .750" 5M 1-1/2" 1" 5M 2" 1.5" 1.5M

B #10-16 DP3

1/2" .100" 10M 5/8" .125" 5M 3/4" .250" 5M

3/4" HH/SERR .250" 5M

1" .500" 5M 1-1/2" 1" 3.5M 2" 1.500" 2M 3" 2.500" 1M

C #12-14 DP3

3/4" .125" 5M 1" .250" 3.5M 1-1/4" .625" 3M 1-1/2" .750" 2M 2" 1.25" 2M 2-1/2" 1.75" 1M 3" 2.25" 1M 4” 3.75 500

D 1/4-141

VRT DP1 7/8" VRT .325" 2.5M

E 1/4-14 DP3

3/4" .125" 2.5M 1" .250" 2.5M 1-1/4"1 .625" 2M 1-1/2"1 .875" 2M 2" 1" 1.5M 2-1/2" 1.50" 1M 3" 1.25” - 2.4” 1M 4" 1.73” - 3.4” 500 5" 2.5” - 4.4” 500 6" 3.5” - 5.4” 250 8" 5.5” - 7.4” 250 10" 7.5” - 9.4” 500

F 1/4-14

SHLDR

DP3 1-1/4" .625" 3.5M

G 5/16-12 DP3

1" .250" 1.5M 1-1/2" .875" 1M 2” 1.25” 1M 3" 2.25" 750 4" 3.25" 500 5” 1.38 - 4.25” 500 6" 2.50 - 5" 500 8" 4.25" - 7" 200

H #12-24 DP4 7/8" .325" 5M

1-1/4” .500” 2.5M

I #12-24 DP5

1-1/4" .500" 2M 1-1/2" .625" 1.5M 2" .750" 1.5M

J

1/4-20

5/8” OD

washer face

DP5

1-1/2" .500" 2M 2-1/4" 1.250" 1M 2-1/2” 1.500” 1M 3-1/8" 2.125" 1M 4" 3" 250 5" 4" 250 6" 2.50" - 5" 250 7” 3.38” - 6” 500 8" 4.25" - 7" 500

VRT PATENT

U.S. Pat. No. 8,360,701 Taiwan Pat No. I50140 Europe Pat No. 2286067

All screws are available with Bond-Seal washer.

Call for sizes

All information is non-binding and without guarantee. Before using the products, all specifications and calculations must be checked by a suitably qualified person and local regulations must be observed. This document is subject to revision. We reserve the right to make technical changes. (0321-1)

1. Determine the Screw Drill Point Type

on the size chart below.

A B C D

F G H I J

*Drilling *Drilling ThicknessThickness

Allow at least three (3) full t h r e a d s t o extend beyond the mater ia l being fastened.

Attachment Thickness

SCREW

LOAD

BEARING

LENGTH

(>= Attachment Length)

PANEL

INSULATION

STRUCTURE

2. Determine Screw Length

a. Measure from the top surface of the material being fastened to the underside of the metal that will be drilled and tapped. Be sure to allow for any void or insulation. This is called the attachment thickness.

b. Select a screw length where the attachment thickness is less than or equal to the Load Bearing Length listed on the chart to the right.

Drill Point and Length Selection

E

Drilling and Tapping Thickness Gauge 24 20 18 16 14 12 10

Inch .024 .036 .048 .060 .072 .100 .105 .135 .175 .210 .250 .375 .500

Sc re w

P oi nt

1/4-14 DP1 .024” - .072”

#8-18 DP2 .024” - .100”

#10-16 DP3 .024” - .175”

#10-24 DP3 .048” - .210”

#12-14 DP3 .024” - .210”

1/4-14 DP3 .035” - .250”

5/16-12 DP3 .048” - .175”

#12-24 DP4 .175” - .375”

#12-24 DP5 .175” - .500”

1/4-20 DP5 .175” - .500”

Pan Head 5/8”, 3/4”, 1”, 1-1/2”, 2”, (Phillips & Sq.)

MD26.0821

RR

SPECIAL HEAD DESIGN

#14 DP3 CONCEALOR® pancake head screws are designed for heavy gauge applications and can drill and tap up to 1/4” steel. The 1/4-14 thread produces greater strength and resists bending compared to smaller diameter screws. Originally designed for IMP!

These screws are coated with TRI-SEAL™ long-life coating that exceeds ASTM B633 specifications providing 1,000-hours salt spray performance, and FM4470 per ASTM G87 Sulfur Dioxide Test.

Description Load Bearing Length (MAX) Part Number

Carton Quantity

Wt Per Carton

A 1/4-14 X 1” DP3 .325” 14100SPC3CS 2,500 pcs 27#

B 1/4-14 x 2” DP3 1.000” 14200SPC3CSTS 1,000 pcs 23#

C 1/4-14 x 3” DP3 1.375” to 2” 14300SPC3CSTS 1,000 pcs 33#

D 1/4-14 x 4” DP3 1.625” to 3” 14400SPC3CSTS 500 pcs 21#

E 1/4-14 x 5” DP3 2.750” to 4” 14500SPC3CSTS 500 pcs 25#

F 1/4-14 x 6” DP3 3.750” to 5” 14600SPC3CSTS 500 pcs 30#

G 1/4-14 x 7" DP3 4.750" to 6" 14700SPC3CSTS 500 pcs 36#

H 1/4-14 x 8" DP3 5.750" to 7" 14800SPC3CSTS 250 pcs 21#

• 5/8” diameter head increases pullover strength and minimizes dimpling.

• #3 square recess drive provides stability during installation.

Use to attach a variety of material to steel up to 1/4” thick!

1/4-14 DP3 - DRILL AND TAP UP TO 1/4" THICK STEEL1/4-14 DP3 - DRILL AND TAP UP TO 1/4" THICK STEEL

1/4” DP3 CONCEALOR1/4” DP3 CONCEALOR

With TRI-SEALWith TRI-SEAL®® Long-Life Coating Long-Life Coating

ARCHITECTURAL

INSULATED PANELS

NAIL

BASE

METAL ROOF

CLIPSSTRUCTURAL

INSULATED PANELS

SPECIAL APPLICATIONS

Physical Properties Thread Diameter: 1/4” (.250” nominal) Thread Pitch: 14 Head Diameter: .625" Head Thickness: .100" Material: C-1022 Case Hardened per SAE J-78

Special “un-threaded” section is engineered to eliminate “jacking” when installing insulated panels!

A

B

C

D

E

F

G

H

Army Corps of Engineers

TOOLING: Install using a 2,000 RPM screw-gun with torque control. (DeWalt DW267) Do not use impact tools.

MEETS FLORIDA BUILDING CODE 1506.6 & R904.5.2(TRI-SEAL® & SS ONLY)

All information is non-binding and without guarantee. Before using the products, all specifications and calculations must be checked by a suitably qualified person and local regulations must be observed. This document is subject to revision. We reserve the right to make technical changes. (0321-1)