B-2 PWS Appendix A.pdf

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Fabrication, Design and Delivery of Steel Structural Reaction Frames
Solicitation number
SB1341-20-RQ-2803
Issued by

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This is a solicitation for the fabrication, design, and delivery of steel structural reaction frames. The National Institute of Standards and Technology is seeking to outfit its Structural Testing Laboratory with reaction frames capable of efficiently testing shear-loaded components. Services required include fabrication and delivery of the steel frames. The period of performance is 14 months from award date. Pricing will be on a firm fixed price basis. The solicitation is a total small business set-aside with a NAICS code of 332312 and size standard of 500 employees. Quotes are due by September 9, 2020 at 11:00 AM Eastern Time and must follow the requirements specified in the attached request for quotation and performance work statement.

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B-3 Amendment 2 - Q and A.pdf PDF
B-3 Amendment 02 - Revised PWS.docx DOCX document
B-2 Performance Work Statement.pdf PDF
B-2 Request for Quotation.docx DOCX document
B-2 RFQ Provisions for Fill-In.docx DOCX document

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F-4AB-WF

B-EP

Foundation Four-Anchor

Beam Wide-Flange Section

Beam End PlateB-EPBeam End Plate

Front View

Plan View

Right View

B-EP Beam End Plate

1.414 x 1.000

1.414 x 1.000

Front View Right View

B-EP

Horizontal Load Beam

Wide-Flange Section

Beam End PlateB-EPBeam End Plate

Plan View

Front View

Right View

B-EP

Vertical Load Beam

Wide-Flange Section

Beam End Plate

Plan View

Left View

B-EP Beam End Plate

1/2

1/2

1/2

1/2

1/2

1/2

LB-V-SP

Vertical Load Beam Extended

End Plate Stiffener

1.414 x 1.000

1.414 x 1.000

B-EPBeam End Plate

B-EP Beam End Plate

1.414 x 1.000

1.414 x 1.0001.414 x 1.000

1.414 x 1.000

B-EPBeam End Plate

B-EP Beam End Plate

1/2

1/2

1/2

1/2

1/2

1/2

B-EP Beam End Plate

1/2

1/2

1/2

1/2

1/2

1/2

B-EP Beam End Plate

LB-V-XEP

Vertical Load Beam

Extended End Plate

LB-V-XST

Vertical Load Beam Extended

End Plate Stiffener

Vertical Load Beam Extended

End Plate Stiffener

5/8

5/8

5/16

5/16

LB-V-SP

Vertical Load Beam Extended

End Plate Stiffener

LB-V-SP

Vertical Load Beam Extended

End Plate Stiffener

1.414 x 1.000

1.414 x 1.000

LB-V-SP

Vertical Load Beam

Stiffener Plate, typ.

5/16

5/16

5/16

5/16

LB-V-XST

5/16

5/16

LB-H-WF

LB-V-WF

F-4AB-WF

Foundation Four-Anchor

Beam Wide-Flange Section

Horizontal Load Beam

Wide-Flange Section

LB-H-WF

Vertical Load Beam

Wide-Flange Section

LB-V-WF

LB-V-XEP

Vertical Load Beam

Extended End Plate

Vertical Load Beam

Extended End Plate

LB-V-XEP

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

Beam Assemblies u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Overview

1. Wide-flange cross-section shape is W27x235

Sheet 1 of 62

10.250

17.750

25.250 45.000

C

B

SYM.

D

10.250

17.750

25.25045.0007.500 7.500

10.250 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000

7.500 7.500 45.000

SYM.

15.000 15.000 15.000 15.000 10.250

Ø1.125 typ.

Plan View

10.250 15.000 15.000 15.000 15.000 15.000

215.500

A

A

B

B

A

15.00015.000 15.000 15.000

1.00 x 45° chamfer typ.

10.25015.00015.00015.000

A

15.000

Ø1.125 typ.

Front View

.910

28.700

1.000

Right View

14.200

215.500

C

SYM.

E

10.250 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000

SYM.

15.000 15.000 15.000 15.000 10.250

Ø1.125 typ.

Plan View

10.250 15.000 15.000 15.000 15.000 15.000

215.500

A

A

B

B

A

15.00015.000 15.000 15.000

1.00 x 45° chamfer typ.

10.25015.00015.00015.000

A

15.000

Ø1.125 typ.

Front View

.910

28.700

1.000

Right View

14.200

61.500

F

SYM.

G

SYM.

18.750

3.750, typ.

5.250

Ø1.125 typ.

Plan View

61.500

C

C

Front View

.910

28.700

1.610 chamfer

Left View

14.200

1.61 x 45° chamfer

1.61 x 45° chamfer

1.00 x 45° chamfer.

1.00 x 45° chamfer.

.910

28.700

1.000 chamfer

Right View

14.200

1.610 chamfer

1.000 chamfer

F-4AB

Foundation Four-Anchor

Beam Wide-Flange Section

LB-V

Horizontal Load Beam

Wide-Flange Section

LB-H

Horizontal Load Beam

Wide-Flange Section

F-4AB-WF

Foundation Four-Anchor

Beam Wide-Flange Section

Horizontal Load Beam

Wide-Flange Section

Vertical Load Beam

Wide-Flange Section

LB-H-WF

LB-V-WF

F-4AB-WF

Foundation Four-Anchor

Beam Wide-Flange Section

Horizontal Load Beam

Wide-Flange Section

Vertical Load Beam

Wide-Flange Section

LB-H-WF

LB-V-WF

Vertical Load Beam

Wide-Flange Section

LB-V-WF

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

Beam Sections u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Overview

Sheet 2 of 62

Section A-A

W27x235 Cross-Section

.910

1.610

28.700

4.500

3.000

3.000

3.000 3.0004.500

2.25

2.25

2.252.25

Detail A

Beam Web Hole Pattern

(Detailed from Center Mark)

Ø1.125 typ.

Detail B

Flange Cutout (Foundation Four-Anchor Beam Only)

7.500 7.500

1.600

4.028 1.000 in. fillet typ.

2.643 4.857

R1.000 typ.

0.600

1.000

6.500

2.250

5.000

3.000

2.250

3.000

1.850

1.850

3.000

2.252.25

10.25

Detail D

Beam End for Foundation Four-Anchor Beam

2.25

2.25 2.250

5.000

3.000

2.250

3.000

1.850

1.850

3.000

2.252.25

Detail E

Beam End for Horizontal Load Beam

2.25

2.25

Section C-C

W27x235 Cross-Section

Detail F

Beam Flange Hole Pattern for Vertical Load Beam

(Detailed from Center Mark)

2.25

2.25

3.000

4.500

3.000

3.750, typ.

Ø1.125 typ.

2.250

3.375

3.000

2.250

3.000

1.850

1.850

3.750, typ.

Detail G

Beam End for Vertical Load Beam

2.25 2.25

2.25

2.25

Detail C

Beam Flange Hole Pattern for Foundation Four-Anchor

Beam and Horizontal Load Beam

(Detailed from Center Mark)

3.000

4.500

3.000

3.000 4.500 3.000

Ø1.125 typ.

.910

1.610

28.700

.910

1.610

28.700

Section B-B

W27x235 Cross-Section

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

Beam Details u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Overview

1. Wide-flange cross-section shape is W27x235

Sheet 3 of 62

2. Hole pattern (Details A and C) replicated about each Center Mark

B-EPBeam End Plate

Front View

Plan View

Right View

B-EP Beam End PlateB-EPBeam End Plate

B-EP Beam End Plate

1/2

1/2

1/2

1/2

1/2

1/2

B-EP Beam End Plate

1.414 x 1.000

1.414 x 1.0001.414 x 1.000

1.414 x 1.000

F-4AB-WF

Foundation Four-Anchor

Beam Wide-Flange Section

F-4AB-WF

Foundation Four-Anchor

Beam Wide-Flange Section

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

F-4AB-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 4 of 62

10.250

17.750

25.250 45.000

C

B

SYM.

D

10.250

17.750

25.25045.0007.500 7.500

10.250 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000

7.500 7.500 45.000

SYM.

15.000 15.000 15.000 15.000 10.250

Ø1.125 typ.

Plan View

10.250 15.000 15.000 15.000 15.000 15.000

215.500

A

A

B

B

A

15.00015.000 15.000 15.000

1.00 x 45° chamfer typ.

10.25015.00015.00015.000

A

15.000

Ø1.125 typ.

Front View

.910

28.700

1.000

Right View

14.200

Section A-A

W27x235 Cross-Section

.910

1.610

28.7004.500

3.000

3.000

3.000 3.0004.500

2.25

2.25

2.252.25

Detail A

Beam Web Hole Pattern

(Detailed from Center Mark)

Ø1.125 typ.

Detail B

Flange Cutout

7.500 7.500

1.600

4.028 1.000 in. fillet typ.

2.643 4.857

R1.000 typ.

0.600

1.000

6.500

2.250

5.000

3.000

2.250

3.000

1.850

1.850

3.000

2.252.25

10.25

Detail D

Beam End

2.25

2.25

Section B-B

W27x235 Cross-Section

2.25 2.25

2.25

2.25

Detail C

Beam Flange Hole Pattern

(Detailed from Center Mark)

3.000

4.500

3.000

3.000 4.500 3.000

Ø1.125 typ.

.910

1.610

28.700

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

F-4AB-WF

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

1. Wide-flange cross-section shape is W27x235

Sheet 5 of 62

B-EP Beam End Plate

Right View

B-EP Beam End PlateB-EPBeam End Plate

Plan View

B-EPBeam End Plate

B-EP Beam End Plate

1/2

1/2

1/2

1/2

1/2

1/2

1.414 x 1.000

1.414 x 1.0001.414 x 1.000

1.414 x 1.000

Horizontal Load Beam

Wide-Flange Section

LB-H-WF

Horizontal Load Beam

Wide-Flange Section

LB-H-WF

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

LB-H-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 6 of 62

215.500

C

SYM.

E

10.250 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000

SYM.

15.000 15.000 15.000 15.000 10.250

Ø1.125 typ.

Plan View

10.250 15.000 15.000 15.000 15.000 15.000

215.500

A

A

B

B

A

15.00015.000 15.000 15.000

1.00 x 45° chamfer typ.

10.25015.00015.00015.000

A

15.000

Ø1.125 typ.

Front View

.910

28.700

1.000

Right View

14.200

Section A-A

W27x235 Cross-Section

.910

1.610

28.7004.500

3.000

3.000

3.000 3.0004.500

2.25

2.25

2.252.25

Detail A

Beam Web Hole Pattern

(Detailed from Center Mark)

Ø1.125 typ.

Section B-B

W27x235 Cross-Section

2.25 2.25

2.25

2.25

Detail C

Beam Flange Hole Pattern

(Detailed from Center Mark)

3.000

4.500

3.000

3.000 4.500 3.000

Ø1.125 typ.

.910

1.610

28.700

2.250

5.000

3.000

2.250

3.000

1.850

1.850

3.000

2.252.25

Detail E

Beam End

2.25

2.25

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

LB-H-WF

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

1. Wide-flange cross-section shape is W27x235

Sheet 7 of 62

Right View

B-EP Beam End Plate

Plan View

Left View

B-EP Beam End Plate

1/2

1/2

1/2

1/2

1/2

1/2

LB-V-SP

Vertical Load Beam Extended

End Plate Stiffener

5/8

5/8

5/16

5/16

Vertical Load Beam

Extended End Plate

LB-V-SP

Vertical Load Beam Extended

End Plate Stiffener

LB-V-SP

Vertical Load Beam Extended

End Plate Stiffener

B-EP Beam End Plate

1.414 x 1.000

1.414 x 1.000

LB-V-SP

Vertical Load Beam

Stiffener Plate, typ.

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

8.150

28.700

8.150

.900 7.100 .9007.100

16.000

10.0007.5007.5007.5007.5007.500

Vertical Load Beam

Wide-Flange Section

LB-V-WF

Vertical Load Beam

Wide-Flange Section

LB-V-WF

LB-V-XEP

Vertical Load Beam

Extended End Plate

LB-V-XST

Vertical Load Beam Extended

End Plate Stiffener

Vertical Load Beam Extended

End Plate Stiffener

LB-V-XST

LB-V-XEP

LB-V-XEP

Vertical Load Beam

Extended End Plate

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

LB-V-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 8 of 62

61.500

F

SYM.

G

SYM.

18.750

3.750, typ.

5.250

Ø1.125 typ.

Plan View

Front View

Section C-C

W27x235 Cross-Section

Detail F

Beam Flange Hole Pattern for Vertical Load Beam

(Detailed from Center Mark)

2.25

2.25

3.000

4.500

3.000

3.750, typ.

Ø1.125 typ.

2.250

3.375

3.000

2.250

3.000

1.850

1.850

3.750, typ.

Detail G

Beam End for Vertical Load Beam

.910

1.610

28.700

.910

28.700

1.610 chamfer

Left View

14.200

.910

28.700

1.000 chamfer

Right View

14.200

1.610 chamfer

1.000 chamfer

61.500

C

C

1.61 x 45° chamfer

1.61 x 45° chamfer

1.00 x 45° chamfer.

1.00 x 45° chamfer.

A

A

Section A-A

W27x235 Cross-Section

.910

1.610

28.700

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

LB-V-WF

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

1. Wide-flange cross-section shape is W27x235

Sheet 9 of 62

2. Hole pattern (Detail F) replicated about

3.000

1.850

4.500 3.000

1.850

14.200

2.250

2.250

2.250

2.250

3.000

3.000

4.500

4.500

4.600

4.600

28.700

1.000

1.000

Front View Right View

Top View

Ø1.125 typ.

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

B-EP

Sheet 10 of 62

1.500

Right View

Top View

3.000

2.750

4.500 3.000

2.750

16.000

2.250

2.250

2.250

2.250

3.000

3.000

4.500

4.500

7.500

7.500

45.000

Ø1.125 typ.

3.000

3.000

1.500

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

LB-V-XEP

Sheet 11 of 62

Top View

1.250

1.250

6.500

25.480

1.250

1.250

.500

.500

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

LB-V-SP

Sheet 12 of 62

8.150

Right View

Top View

1.000

2.000

13.000

1.000

1.000

13.000

1.000

0.500 x 45° chamfer, typ.

8.150

1.000

0.500 x 45° chamfer, typ.

0.500 x 45° chamfer, typ.

0.500 x 45° chamfer, typ.

0.500 x 45° chamfer, typ.

0.500 x 45° chamfer, typ.

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

LB-V-XST

Sheet 13 of 62

Plan View Right View

Front View Right View Plan View

Plan View

F-CM-WF

Foundation Cross Member

Wide-Flange Section

B-CWS

Cope Web Stiffener

O-CB-WF

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

O-PB-WF

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-EPBeam End Plate

Front View Right View

1/2

3/4

3/4

1/2

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

F-CM-WF

Foundation Cross Member

Wide-Flange Section

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

F-CM-WF

Foundation Cross Member

Wide-Flange Section

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

3/4

3/4

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

O-CB-WF

Column-to-Beam Outrigger

Wide-Flange Section

B-EPBeam End Plate

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

O-PB-WF

Pantograph-to-Beam Outrigger

Wide-Flange Section

B-EPBeam End Plate

Left View

Left View

B-EPBeam End Plate

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

3/4

3/4

1/2

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

1/2

3/4

3/4

1/2

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

O-CB-WF

Column-to-Beam Outrigger

Wide-Flange Section

O-PB-WF

Pantograph-to-Beam Outrigger

Wide-Flange Section

3/4

3/4

1.414 x 1.000

1.414 x 1.000

1.414 x 1.000

1.414 x 1.000

0.50 x 45° chamfer, typ.

0.50 x 45° chamfer, typ.

0.50 x 45° chamfer, typ.

Column-to-Beam Outrigger

Wide-Flange Section

Pantograph-to-Beam Outrigger

Wide-Flange Section

F-CM-SP

Foundation Cross Member

Stiffener Plate, typ.

B-CEP

Cope End Plate

B-EPBeam End Plate

B-EPBeam End Plate

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

Outirgger Assemblies u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Overview

Sheet 14 of 62

Plan View

Right ViewFront View

.910

28.700

1.000

J

6.000

3.920

SYM. SYM.

0.50 x 45° chamfer, typ.

H

45.250

6.0006.0006.000

Ø2.000, typ.

K

A

A

D

D

45.250 5.875

57.000

5.875

C

C

0.750 x 45° chamfer, typ.

SYM.SYM.

Plan View

Right ViewFront View

.910

28.700

1.610

6.920

SYM. SYM.

0.50 x 45° chamfer, typ.

L

14.520

7.600

K

14.520 5.875

20.395

C

C

0.750 x 45° chamfer, typ.

SYM.SYM.

Left View

.910

28.700

1.610

A

A

1.000

5.875

51.125

3.705 3.920

5.875

3.705

6.000

Plan View

Right ViewFront View

.910

28.700

1.610

6.920

SYM. SYM.

0.50 x 45° chamfer, typ.

12.125

5.205

K

12.125 5.875

18.000

C

C

0.750 x 45° chamfer, typ.

SYM.SYM.

Left View

.910

28.700

1.610

A

A

1.000

5.875

L

5.875

F-CM-WF

Foundation Cross Member

Wide-Flange Section

O-CB-WF

O-PB-WF

F-CM-WF

Foundation Cross Member

Wide-Flange Section

F-CM-WF

Foundation Cross Member

Wide-Flange Section

O-CB-WF

Pantograph-to-Beam Outrigger

Wide-Flange Section

Column-to-Beam Outrigger

Wide-Flange Section

Column-to-Beam Outrigger

Wide-Flange Section

O-CB-WF

Column-to-Beam Outrigger

Wide-Flange Section

O-PB-WF

Pantograph-to-Beam Outrigger

Wide-Flange Section

O-PB-WF

Pantograph-to-Beam Outrigger

Wide-Flange Section

O-PB-WF

Pantograph-to-Beam Outrigger

Wide-Flange Section

O-PB-WF

Pantograph-to-Beam Outrigger

Wide-Flange Section

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

Outirgger Sections u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Overview

Sheet 15 of 62

Section A-A

Section C-C

.910

1.610

28.700

14.200

.910

1.610

28.700

14.200

Section D-D

.910

1.610

28.700

14.200

1.375 typ.

Slot 1.125 x 1.375 typ.

.500 typ.

5.205 3.000 2.420

3.000

3.000

1.850

1.850

2.250

2.250

Detail H

Flange Slotted Hole Pattern

(Detailed from Centerline)

SYM.SYM.

0.50 x 45° chamfer, typ.

4.500

4.500

2.600

2.600

Detail J

Flange Anchor Hole Pattern

(Detailed from Centerline)

SYM.SYM.

4.500

4.500

2.600

2.600

6.000 6.000

Ø2.00, typ.

Ø2.00, typ.

19.2 20.7

4.625

5.875

4.000

Detail K

Outrigger Coped End

0.750 x 45° chamfer, typ.

SYM.SYM.

1.375 typ.

Slot 1.125 x 1.375 typ.

.500 typ.

3.000 5.420

3.000

3.000

1.850

1.850

2.250

2.250

Detail L

Flange Slotted Hole Pattern

(Detailed from Centerline)

SYM.SYM.

0.50 x 45° chamfer, typ.

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

Outrigger Details u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Overview

1. Wide-flange cross-section shape is W27x235

Sheet 16 of 62

Right View

F-CM-WF

B-CEP

Foundation Cross Member

Wide-Flange Section

Cope End Plate

B-CWS

Cope Web Stiffener

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

1/2

3/4

3/4

1/2

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

F-CM-WF

Foundation Cross Member

Wide-Flange Section

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

F-CM-WF

Foundation Cross Member

Wide-Flange Section

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

3/4

3/4

3/4

3/4

0.50 x 45° chamfer, typ.

Left View

1/2

3/4

3/4

1/2

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

F-CM-WF

Foundation Cross Member

Wide-Flange Section

F-CM-SP

Foundation Cross Member

Stiffener Plate, typ.

7.6256.0006.0007.625 6.000 6.000 6.000

45.250

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

F-CM-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 17 of 62

Section A-A

W27x235 Cross-Section

Section C-C

.910

1.610

28.700

.910

28.700

1.000

14.200

.910

1.610

28.700

14.200

Section D-D

.910

1.610

28.700

14.200

J

6.000

3.920

SYM. SYM.

0.50 x 45° chamfer, typ.

H

45.250

6.0006.0006.000

Ø2.000, typ.

K

A

A

D

D

45.250 5.875

57.000

5.875

C

C

1.375 typ.

Slot 1.125 x 1.375 typ.

.500 typ.

5.205 3.000 2.420

3.000

3.000

1.850

1.850

2.250

2.250

Detail H

Flange Slotted Hole Pattern

(Detailed from Centerline)

SYM.SYM.

0.50 x 45° chamfer, typ.

4.500

4.500

2.600

2.600

Detail J

Flange Anchor Hole Pattern

(Detailed from Centerline)

SYM.SYM.

4.500

4.500

2.600

2.600

6.000 6.000

Ø2.00, typ.

Ø2.00, typ.

19.2 20.7

4.625

5.875

4.000

Detail K

Outrigger Coped End

0.750 x 45° chamfer, typ.

0.750 x 45° chamfer, typ.

SYM.SYM.

SYM.SYM.

5.875

51.125

3.705 3.920

5.875

3.705

6.000

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

F-CM-WF

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 18 of 62

Front View Right View

O-CB-WF

B-CEP Cope End Plate

B-CWS

Cope Web Stiffener

B-EPBeam End Plate

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

O-CB-WF

Column-to-Beam Outrigger

Wide-Flange Section

B-EPBeam End Plate

Left View

B-EP Beam End Plate

1/2

1/2

1/2

1/2

1/2

1/2

1/2

3/4

3/4

1/2

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

O-CB-WF

Column-to-Beam Outrigger

Wide-Flange Section

1.414 x 1.000

1.414 x 1.000

0.50 x 45° chamfer, typ.

Column-to-Beam Outrigger

Wide-Flange Section

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

O-CB-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 19 of 62

Section A-A

W27x235 Cross-Section

Section C-C

.910

1.610

28.700

.910

28.700

1.610

14.200

.910

1.610

28.700

14.200

6.920

SYM. SYM.

0.50 x 45° chamfer, typ.

L

14.520

7.600

K

14.520 5.875

20.395

C

C

1.375 typ.

Slot 1.125 x 1.375 typ.

.500 typ.

3.000 5.420

3.000

3.000

1.850

1.850

2.250

2.250

Detail L

Flange Slotted Hole Pattern

(Detailed from Centerline)

SYM.SYM.

0.50 x 45° chamfer, typ.

19.2 20.7

4.625

5.875

4.000

Detail K

Outrigger Coped End

0.750 x 45° chamfer, typ.

0.750 x 45° chamfer, typ.

SYM.SYM.

SYM.SYM.

Left View

.910

28.700

1.610

A

A

1.000

5.875

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

O-CB-WF

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 20 of 62

O-PB-WF

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-EPBeam End Plate

Front View Right View

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

O-PB-WF

Pantograph-to-Beam Outrigger

Wide-Flange Section

B-EPBeam End Plate

Left View

B-EP Beam End Plate

1/2

1/2

1/2

1/2

1/2

1/2

1/2

3/4

3/4

1/2

B-CEP

Cope End Plate

B-CWS

Cope Web Stiffener

B-CWS

Cope Web Stiffener

O-PB-WF

Pantograph-to-Beam Outrigger

Wide-Flange Section

1.414 x 1.000

1.414 x 1.000

0.50 x 45° chamfer, typ.

Pantograph-to-Beam Outrigger

Wide-Flange Section

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

O-PB-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 21 of 62

Section A-A

W27x235 Cross-Section

Section C-C

.910

1.610

28.700

.910

28.700

1.610

14.200

.910

1.610

28.700

14.200

6.920

SYM. SYM.

0.50 x 45° chamfer, typ.

12.125

5.205

K

12.125 5.875

18.000

C

C

1.375 typ.

Slot 1.125 x 1.375 typ.

.500 typ.

3.000 5.420

3.000

3.000

1.850

1.850

2.250

2.250

Detail L

Flange Slotted Hole Pattern

(Detailed from Centerline)

(width x length)

SYM.SYM.

0.50 x 45° chamfer, typ.

19.2 20.7

4.625

5.875

4.000

Detail K

Outrigger Coped End

0.750 x 45° chamfer, typ.

0.750 x 45° chamfer, typ.

SYM.SYM.

SYM.SYM.

Left View

.910

28.700

1.610

A

A

1.000

L

5.875

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

O-PB-WF

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 22 of 62

Top View

1.250

1.250

6.500

25.480

1.250

1.250

.750

.750

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

F-CM-SP

Sheet 23 of 62

1.000

1.000

3.000

2.250

2.250

1.850 1.850

14.200

2.250

2.250

5.100

5.100

20.700

3.000

3.000

3.000

Front View Right View

Top View

Ø1.125 typ.

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

B-CEP

Sheet 24 of 62

14.200

10.200

1.000

14.200

4.250

7.750

1.000

1.000

3.500

2.0002.000

Front View Right View

Top View

Ø1.000

3.500

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

B-CWS

Sheet 25 of 62

C-WF

C-EP

Column Wide-Flange Section

Column End Plate

C-XEP

Column Extended

Base Plate

Front View

Top View

1/2

1/2

1/2

1/2

1/2

1/2

C-EP Column End Plate

C-WF

C-EP

Column Wide-Flange Section

Column End Plate

C-XEP

Column Extended

Base Plate

Right View

Bottom View

C-XEP

Column Extended

End Plate

1/2

1/2

7/8

7/8

7/8

7/8

1/2

1/2

6.200 14.600

6.200

27.000

2.850

2.850

14.300

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

C-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

1. Wide-flange cross-section shape is W14x109

Sheet 26 of 62

Right View

254.500

SYM.

N

SYM.

Ø1.125 typ.

15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000 7.450

E

E

F

F

.52514.300

.860

14.600

SYM. SYM.

254.500

Detail M

Beam Flange Hole Pattern for Vertical Load Beam

(Detailed from Center Mark)

Detail N

Beam End

Section E-E

W14x109 Cross-Section

M

.52514.300

.860

14.600

Section F-F

W14x109 Cross-Section

.52514.300

.860

14.600

2.250

2.200

3.000

2.250

3.000

2.050

3.000

2.252.25

2.25

2.25

2.050

4.500

3.000

3.000

3.000 3.0004.500

2.25

2.25

2.252.25

Ø1.125 typ.

4.5003.000

15.000

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

C-WF

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

1. Wide-flange cross-section shape is W14x109

Sheet 27 of 62

2. Hole pattern (Details M and N) replicated about

14.300

14.600

1.000

1.000

Top View

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

C-EP

Sheet 28 of 62

Top View

3.0004.750 4.500 3.000

4.750

20.000

2.250 2.250

2.250

2.250

3.000

3.000

4.500

4.500

3.750

3.750

27.000

Ø1.125 typ.

1.500

1.500

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

C-XEP

Sheet 29 of 62

LB-BR-VEP

Load Beam Brace-to-Vertical

Beam End Plate

LB-BR-WF

Load Beam Brace Wide-

Flange Section

LB-BR-VEP

Load Beam Brace-to-Vertical

Beam End Plate

LB-BR-WF

Load Beam Brace Wide-

Flange Section

3/8

3/8

5/8

5/8

5/8

5/8

5/8

5/8

5/8

5/8

3/8

3/8

Right View

LB-BR-VEP

Load Beam Brace-to-Vertical

Beam End Plate

LB-BR-WF

Load Beam Brace Wide-

Flange Section

LB-BR-HEP

Load Beam Brace-to-Horizontal

Beam End Plate

1.234 18.532 1.234

1.259

22.482

1.259

LB-BR-HEP

Load Beam Brace-to-Horizontal

Beam End Plate

LB-BR-HEP

Load Beam Brace-to-Horizontal

Beam End Plate

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

LB-BR-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 30 of 62

11.788

48.600

17.347 19.465

39.5°

50.5°

SYM. SYM.

48.600

Plan View

Right View Front View

0.525

0.860

14.300

14.600

E

E

Section E-E

W14x109 Cross-Section

0.52514.300

0.860

14.600

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

LB-BR-WF

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 31 of 62

Top View

1.500

1.500

3.000

2.050

4.500

3.000

2.050

14.600

2.250 2.250

2.250

2.250

3.000

3.000

5.250

5.250

21.000

1.3125, typ.

0.1875, typ.

Slot 1.125 x 1.3125 typ.

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

LB-BR-HEP

Sheet 32 of 62

Top View

1.500

1.500

3.000

2.050

4.500

3.000

2.050

14.600

2.250 2.250

1.875

1.875

3.750

3.750

6.875

6.875

25.000

1.3125, typ.

0.1875, typ.

Slot 1.125 x 1.3125 typ.

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

LB-BR-VEP

Sheet 33 of 62

Right View

P-DG-RP

Pantograph Diagonal

Reinforcement Plate

P-DG-HSS

Pantograph Diagonal

HSS Section

P-DG-RP

Pantograph Diagonal

Reinforcement Plate

P-DG-RP

Pantograph Diagonal

Reinforcement Plate

P-DG-RP

Pantograph Diagonal

Reinforcement Plate

P-DG-RP

Pantograph Diagonal

Reinforcement Plate

P-DG-HSS

Pantograph Diagonal

HSS Section

P-DG-RP

Pantograph Diagonal

Reinforcement Plate

P-DG-RP

Pantograph Diagonal

Reinforcement Plate

P-DG-HSS

Pantograph Diagonal

HSS Section

P-DG-RP

Pantograph Diagonal

Reinforcement Plate

5/8

TYP

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

P-DG-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

1. HSS cross-section shape is HSS6x6x5/8

Sheet 34 of 62

Right View

37.000

6.000

3.500

3.000

3.000

37.000

3.500

30.000

6.000

6.000

0.581

0.581

Section G-G

HSS 6x6x5/8 Cross-Section

6.000

6.000

0.581

0.581

G

G

SYM.SYM.

Ø2.000, typ.

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

P-DG-HSS

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 35 of 62

7.000

6.000

0.500

0.500

Top View

3.000

3.000

3.500 3.500

Ø2.000

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

P-DG-RP

Sheet 36 of 62

Right View

P-HZ-CPL

Pantograph Horizontal Center

Connection Plate

P-HZ-HSS

Pantograph Horizontal

HSS Section

P-HZ-FP

Pantograph Horizontal

Filler Plate

P-HZ-CPL

Pantograph Horizontal Center

Connection Plate

P-HZ-FP

Pantograph Horizontal

Filler Plate

P-HZ-CPL

Pantograph Horizontal Center

Connection Plate

P-HZ-FP

Pantograph Horizontal

Filler Plate

P-HZ-CPL

Pantograph Horizontal Center

Connection Plate

P-HZ-FP

Pantograph Horizontal

Filler Plate

P-HZ-HSS

Pantograph Horizontal

HSS Section

P-HZ-CPL

Pantograph Horizontal Center

Connection Plate

5/8

TYP

5/8

TYP

P-HZ-CPL

Pantograph Horizontal Center

Connection Plate

P-HZ-HSS

Pantograph Horizontal

HSS Section

P-HZ-CPL

Pantograph Horizontal Center

Connection Plate

P-HZ-CPL

Pantograph Horizontal Center

Connection Plate

P-HZ-FP

Pantograph Horizontal

Filler Plate

P-HZ-FP

Pantograph Horizontal

Filler Plate

5/8

TYP

10.500

6.000

10.500

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

P-HZ-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 37 of 62

189.000

6.000

189.000

Right View

6.000

6.000

0.581

0.581

Section G-G

HSS 6x6x5/8 Cross-Section

6.000

6.000

0.581

0.581

G

G

SYM.SYM.

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

P-HZ-HSS

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 38 of 62

4.000

9.000

0.53125

0.53125

Top View

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

P-HZ-FP

Sheet 39 of 62

1. 17/32" thick plate shall be milled down from 9/16" thick plate or another procedure approved by NIST

Top View

4.500

4.500

9.000

18.000

4.500

4.500

27.000

1.000

1.000

Ø2.000

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

P-HZ-CPL

Sheet 40 of 62

LB-OP

Load Beam Outrigger

Plate

P-CON-PCP

Pantograph Pin Clevis

Connection Plate

P-CON-PCP

Pantograph Pin Clevis

Connection Plate

LB-OP

Load Beam Outrigger

Plate

P-CON-PCP

P-CON-PCP

Pantograph Pin Clevis

Connection Plate

P-CON-PCP

LB-OP

Load Beam Outrigger

Plate

P-CON-PCP

Pantograph Pin Clevis

Connection Plate

Plan View

Front View

Right View

P-CON-PCP

Pantograph Pin Clevis

Connection Plate

P-CON-PCP

1/2

1/2

1/2

1/2

2.0008.06252.000 8.0625 20.625

40.750

8.875

12.000

8.875

2.0008.062520.6252.000 8.0625

6.0004.500

12.000

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

P-CON-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 41 of 62

12.000

10.500

1.000

1.000

Top View

4.500

6.000

6.000 6.000

Ø2.000

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

P-CON-PCP

Sheet 42 of 62

7.500

29.750

13.000

Plan View

Top View

40.750

P

20.375 20.375

R1.000 fillet typ.

Detail P

Plate Bolt Hole Pattern

(Detailed from Center Mark)

2.250

2.250

3.000

3.000

4.500

3.000

4.500

3.000

2.125

2.125

2.250

3.0007.500

Section H-H

Section through

Countersunk Holes

Ø1.9375 x 82° typ.

(top and bottom)

Ø1.125 typ.

13.000

H

H

J

J

82° typ.1.9375, typ.

Section J-J

Section through

Countersunk Holes

82° typ.1.9375, typ.

3.000

2.250

3.000

7.500 3.000

7.375

7.500

7.375

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

LB-OP

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

1. HSS cross-section shape is HSS18x18x7/8

Sheet 43 of 62

Transition Block Actuator

Attachment Plate

K

K

Section K-K

Beam Attachment Weld Details

Section L-L

Actuator Attachment Weld Details

(along entire exterior face of HSS tube)

L

L

Front View

ATB-AP

Transition Block HSS SectionATB-HSS

3/4

3/4

3/4

3/4

3/4

3/4

3/4

3/4 3/4

Transition Block Actuator

Attachment Plate

ATB-AP

Transition Block Beam

Attachment Plate

ATB-BP

Transition Block HSS SectionATB-HSS

Transition Block Beam

Attachment Plate

ATB-BP

Transition Block HSS SectionATB-HSS

1.000

18.000

1.000

1.000

18.000

1.000

1.00018.0001.000

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

ATB-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 44 of 62

4.500

6.000

R.750

R.750

K

K

L

L

4.500

6.000

R.750

R.750

16.250

16.250

0.875

18.000

SYM.

SYM.SYM.

Front View

Top View

Section K-K

Section through Cutouts

Section L-L

HSS18x18x7/8 Cross-Section

12.000

16.250

16.250

0.875

18.000

18.000 18.000

12.000

SYM.

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

ATB-HSS

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

Sheet 45 of 62

SYM. SYM.

SYM.

SYM.

5.875

5.875

5.875 5.875

Ø1.625, typ.

Right ViewPlan View

1.500

20.000

Top View

1.500

20.000

R1.000

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

ATB-AP

Sheet 46 of 62

SYM. SYM.

SYM.

1.875

2.250

Right ViewPlan View

1.500

20.000

Top View

1.500

20.000

R1.000

3.000

2.250

3.000

Ø1.125, typ.

3.750

1.875

3.750

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

ATB-BP

Sheet 47 of 62

F-BST-BP

Foundation Stiffener

Bent Plate

3.500 3.5007.500

14.500

Top View

Front View Right View

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

F-BST-SP

Foundation Stiffener

Shear Plate

F-BST-BP

Foundation Stiffener

Bent Plate

F-BST-SP

Foundation Stiffener

Shear Plate

F-BST-BP

Foundation Stiffener

Bent Plate

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Checked By:

Contacts:

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

Drawing:

F-BST-ASM

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

Sheet 48 of 62

25.480

1.500

22.480

.500

.500

14.500

9.000

R1.500

R1.000

7.500

2.000

2.000

3.000

4.500

3.000

14.500

4.500

3.000

3.000

2.250

2.250

2.250

2.250

3.000 4.500 3.000

Front View Right View

Top View

Ø1.125 typ.

Ø1.125 typ.

7.2507.250

Ø2.000

25.480

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

F-BST-BP

Sheet 49 of 62

21.980

1.250

1.250

24.480

.500

.500

7.250

8.500

Front View Right View

Left View

Top View

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

Drawn By:

Designed By:

Checked By:

Contacts: Drawing:

u v w kthbPART QTY

TYPICAL DIMENSIONS

General Notes:

ALL DIMENSIONS IN INCHES

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

C. Segura

M. Speicher, C. Segura

C. Segura (christopher.segura@nist.gov)

M. Speicher (matthew.speicher@nist.gov)

S. McCabe (steven.mccabe@nist.gov)

F-BST-SP

Sheet 50 of 62

3.500 3.5007.500

14.500

Top View

Front View Right View

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

LB-BST-SP

Load Beam Stiffener

Shear Plate

LB-BST-BP

Load Beam Stiffener

Bent Plate

LB-BST-BP

Load Beam Stiffener

Bent Plate

LB-BST-SP

Load Beam Stiffener

Shear Plate

LB-BST-BP

Load Beam Stiffener

Bent Plate

REV DESCRIPTION DATE APPROVED

REVISIONS

Notes:

1. All Plate Steel to be A572 or

Equivalent

2. All Rolled Shapes to be A992 or

Equivalent

National Institute of

Standards and Technology

Assembly:

Title:

File Name:

NIST Steel Test Frame

Beam Assemblies

NIST_TestFrameDrawingSet.dwg

Drawn By:

Designed By:

C. Segura

M. Speicher, C. Segura

Check…

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