PACO Smart Moment Frame Catalog 2016

SMART MOMENT FRAME SMART BRACED FRAME

SMARTSOLUTIONS IN STEEL

CUSTOMERS COME TO US FOR STRONG STEEL,

THEY LEAVE WITH A SMART SOLUTION.

PACOSTEEL & ENGINEERING

1

4 PACO Smart Moment Frame (SMF) System6 SMF 2-Story & 1-Story Diagrams7 SMF Product Designation8 SMF General Information10 Design Provisions11 Design Procedure and Examples14 Project Case Study #115 SMF Capacity Tables19 Project Case Study #220 SMF Components 21 SMF Installation Instructions

22 Project Case Study #323 SMF Connection Details 24 SMF Conditions 26 Notes on SMF Protected Zone27 Project Case Study #428 SMF FAQ 30 Custom SMF Ordering Process31 SMF Design Worksheet32 PACO Smart Braced Frame34 Smart Braced Frame 2-Story Diagram35 Smart Braced Frame Design Worksheet

SMART SOLUTIONS • FOR THE MOST COMPLEX STEEL NEEDS

• THAT ARE SIMPLE TO USE ON SITE

• THAT DRIVE VALUE FOR CUSTOMERS

TABLE OF CONTENTS

PACO SmartMoment Frame

PACO SmartBraced Frame

GENERAL NOTES1. The information in this catalog supersedes all information published in previous documents and publications.

2. For conditions beyond the scope of this catalog, please contact PACO Steel & Engineering Corp. at (800) 421-1473.

3. PACO Steel reserves the right to change size and product availability without prior notice.

4. This catalog is the original authored property of PACO Steel and Engineering Corp. and may not be published, used or reproduced in whole or in part without the written consent of PACO Steel & Engineering Corp.

32

PACO Steel and Engineering Corp. has developed a state-of-the-art, pre-engineered, pre-fabricated and cost-effective Special Moment Frame to resist both lateral and gravity loads. Special Moment Frames allow the architect to design large clear openings and provides the Engineer of Record a frame capable of maintaining structural integrity.

Using PACO Steel’s lightweight sections, for the Special Moment Frame, the installation is fast, performed by the standard framing crew (no welders), fits into standard 2x4 or 2x6 wood walls and is less expensive than site-built wide flange moment frames. PACO Moment Frames are compatible with wood, LGS or heavy structural framing systems.

PACO will provide the EOR, calculations, submittal documents and detail drawings for the moment frames and their attachments to the foundation. This will reduce design time for the engineer and provide a cost-effective solution for large clear span openings.

PACO unstiffened extended end plate connection has an end plate that extends beyond the outside of the connecting PACO beam flanges. The end-plate is shop-welded to the end of a PACO beam and is then field-bolted to a PACO column flange with four rows of high-strength bolts using a total of 8 bolts.

The excellent inelastic response capacities of the PACO Special Moment Frame beam-column connections have been validated through numerous tests conducted at Virginia Polytechnic Institute and State University (VirginiaTech) utilizing the testing protocol per Appendix S of 2005 AISC Seismic Provision.

Test results for the PACO SMF beam-column connection configuration indicate that the connection is capable of sustaining an interstory drift angle of more than 0.04 radians, exceeding code requirements.

The measured flexural resistance of the connection, determined at the column face, was greater than 0.80 Mp, where Mp=(1.1 Ry Zx Fy), of the connected PACO beam at the interstory drift angle of 0.04 radians.

PACO Smart Moment Frame System

Smart Moment Frame Connections

SMARTMOMENT FRAME SMART SOLUTIONS

FOR THE MOST COMPLEX STEEL NEEDS

4

8

2-Story PACO Moment Frame

www.MomentFrame.com

6

www.MomentFrame.com


SMARTMOMENT FRAME



76

Moment FrameProduct Designation

1. Standard fabrication widths and heights for the PACO Moment Frames are provided on pages 15 to 18 (Moment Frame Capacity Table) in this catalog. The tables are grouped based on the height of the moment frames.

2. For demand requirements exceeding published values, please complete the PACO Moment Frame Design Criteria Worksheet on page 31.

3. Always refer to the installation specifications and details provided on the plans.

4. Prior to any fabrication, a signed copy of the shop drawings approving the frame dimensions will be required.

5. Additional instructions to the installer are included in the PACO Moment Frames package. To order PACO Moment Frames and templates, please call (800) 421-1473.

6. Each PACO Moment Frame package includes high strength bolts, washers and nuts to connect the end plates to column flanges. Refer to structural plans for bolt layout dimensions and tightening instructions.

7. The Engineer of Record (E.O.R.) is responsible for verifying the frame dimensions and details provided on the plans.

8. Per AISC Design Criteria, within the Protected Zone, discontinuities created by fabrication or erection operations are forbidden. See note 3 on page 10.

9. Shop and field inspections as required by the E.O.R., local building authorities and product manufacturers shall be provided by others.

10. PACO Steel & Engineering, Corp. provides a calculation package, submittal documents and detail drawings for all PACO Moment Frames.

11. The information presented in this catalog supersedes all information published in previous documents and publications.

12. For conditions beyond the scope of this catalog, please contact PACO Steel & Engineering Corp.

13. PACO Steel reserves the right to change product specifications and designs without prior notice.

14. This catalog is the original authored property of PACO Steel & Engineering Corp. and may not be published, used or reproduced in whole or in part without the written consent of PACO Steel & Engineering Corp.

Smart Moment FrameGeneral Information

SMART SOLUTIONSTHAT ARE SIMPLE TO USE ON SITE

8

1. The clear span-to-depth ratio of the beam shall be limited as follows: a. For SMF, 7 or greater b. For IMF, 5 or greater

2. Lateral bracing of beam shall be provided as follows: a. For SMF system, both flanges of beams shall be braced, with a maximum spacing of Lb = 0.086 ry E/Fy b. For IMF system, both flanges of beams shall be braced, with a maximum spacing of Lb = 0.17 ry E/Fy

3. Protected zones shall comply with the following: a. The portion of the beam between the face of the column and a distance equal to the depth of the beam or 3 times the width of the beam flange from the face of the column, whichever is less shall be designated as the protected zone. b. Within the protected zone, holes, tack welds, erection aids, air-arc gouging and unspecified thermal cutting from fabrication or erection operations shall be repaired as required by the engineer of record. c. Steel headed stud anchors and decking attachments that penetrate the beam flange shall not be placed on beam flanges within the protected zone. Arc spot welds as required to secure decking shall be permitted. d. Welded, bolted, screwed or shot-in attachments for perimeter edge angles, exterior facades, partitions, duct work, piping or other construction shall not be placed within the protected zone.

4. There shall be no transverse loading between the column supports in the plane of bending and the beams framing into the column weak axis shall be pin connected and produce a negligible moment.

5. The values of effective length factor, K, for columns are approximated as follows: a. The value of Ky, for column type buckling about the member’s weak axis is, Ky = 1.2 b. The value of Kx, for column type buckling about the member’s strong axis is approximated based on the recommended design values for frames with side sway uninhibited of Table C-A-7.1 of the AISC 14th Edition Manual.

6. Design of PACO Moment Frames is governed by drift requirements.

Design Provisions

SMARTMOMENT FRAME

User Notes:In accordance with AISC Specifications, 14th Edition, Appendix 6 Section 6.3: For beams with double curvature, the inflection point shall not be considered a brace point.

Design Procedure

1110

Design Procedure

Figure 3 : Loading on Foundation for Example 3 (Note: All loads shown are at ASD level.)

V1 = 3.5 K

P

M 2

21

1

V2 = 3.5 K

P

M

1312

Bolted Moment Frame, Lightweight, No Field Welding

The seismic upgrade to the historic Litehouse project, with a large glass facade, required a lateral force resisting system to meet its architectural and structural specifications. To address this need, PACO Steel was contacted to design and manufacture an easy to install, cost effective, bolted unstiffened end plate mo-ment frame. The Structural Engineer of Record prepared a criteria sheet with the seismic loads, architectural parameters and erection preferences. With the information provided, PACO submitted the full calculations package, drawings, as shown below, and presented the preliminary budget number for approval. It was a breeze from submittal, to approval, to delivery and installation of the PACO Moment Frames.

“The final installed price of the PACO Moment Frames came in 30% less than the original specified frames” -- Scott of Overbrook Park Investments

LITEHOUSEREDLANDS CA

ISSUE• Retrofit• Architectural Constraints• Scheduling

SMART SOLUTION• Custom Frame• Fit Within The Architect’s Original Design Without Modification• No Field Welding Required

SCOPE OF WORKCommercial RetailSeismic Upgrade

ARCHITECTJ. Gary Stegemann

CONTRACTORUnited Electrical

SMART SOLUTION CASE STUDY

Series A - Moment Frame Capacity Table (ASCE-7-10) H1st= Height = 8’-0”

CASE STUDY #1- “Bolted Moment Frame, Lightweight, No Field Welding”

LITEHOUSERedlands, CA

Scope of Work:

Contractor:

Commercial RetailSeismic Upgrade

Architect:J. Gary Stegemann

United Electrical

The seismic upgrade to the historic Litehouse project, with a large glass facade, required a lateral force resisting system to meet its architectural and structural specifications. To address this need, PACO was contacted to design and manufacture an easy to install, cost effective, bolted unstiffened end plate moment frame. The Structural Engineer of Record prepared a criteria sheet with the seismic loads, architectural param-eters and erection preferences. With the information provided, PACO submitted the full calculations package, drawings, as shown below, and presented the preliminary budget number for approval. It was a breeze from submittal, to approval, to delivery and installa-tion of the PACO Moment Frames. At the end of the project, this is what Scott of Overbrook Park Investments said, “The final installed price of the PACO Moment Frames came in 30% less than the original specified frames”.

31

1514



1716

CASE STUDY #2- “Custom Design & Fast Installation”

432OAKHURST

Beverly Hills, CA

Scope of Work:

Developer:

5-Story Multi-Bay CustomSpecial Moment Frame

Architect:Gabby Architects

ETCO Homes

PACO was requested to design numerous multi-story custom moment frames for the 34-unit luxury condominium project in Beverly Hills, CA. The owner, ETCO Homes, after much analysis and cost comparison determined that the PACO design option was the best solution for: speed of erection, overall cost savings and architectural compli-ance. Afshin Etebar, President of ETCO Homes commented, “PACO met all of the challenges this project and saved a significant amount of time during construction.”

32

Custom Design & Fast Installation

PACO STEEL was requested to design numerous multi-story custom moment frames for the 34-unit luxury condominium project in Beverly Hills, CA. The owner, ETCO Homes, after much analysis and cost comparison determined that the PACO design option was the best solution for: speed of erection, overall cost savings and architectural compliance.

“PACO met all of the challenges this project and saved a significant amount of time during construction.” -- Afshin Etebar, President of ETCO Homes

OAKHURSTBEVERLY HILLS CA

ISSUE• City Of Beverly Hills Project• Podium Deck • No Access On Three Sides Of Property• Complicated Design

SMART SOLUTION• Fully complied with City of BH requirements• Pin connection reducing eccentric loads to podium• Bolted frame allowed for installation as the building went up• PACO frames allow for unlimited design flexibility

SCOPE OF WORK5- Story Multi-Bay CustomSpecial Moment Frame

ARCHITECTGabby Architects

CONTRACTORETCO Homes



432OAKHURST

Beverly Hills, CA

Scope of Work:

Developer:



ETCO Homes


32



432OAKHURST

Beverly Hills, CA

Scope of Work:

Developer:



ETCO Homes


32

1918

22

WARNINGPROTECTED ZONE

PACO


PACO


PACO


PACO


PACO

PACO BEAM(w/ end plate and

threaded studs)

HSBs

DTI WASHERS(with protrusions)

PACO COLUMN

HSBs

DTI WASHERS(with protrusions)

1/8” THK.TEMPLATESW/ HOLES

1/8” THK.TEMPLATES

W/ HOLES

PACO COLUMN(w/ base plate, stiffener plates and cap plates)

PACO COLUMN(w/ base plate, stiffener plates

and cap plates)

PACO BEAM(w/ end plate and

threaded studs)HSBs

PACO COLUMN(w/ base plate, stiffener plates

and cap plates)

www.MomentFrame.com

PACO Moment Frame Components

Installation Instructions

23

CL

11 2"

GA

P F

OR

NO

N-S

HR

INK

GR

OU

T

1

2

3

CL

CL

CL

4

5

7

8

9

10

6

TOP NAILER(NOT INCLUDED)

INSTALL THE FRAME USING PROPER EQUIPMENT(S), AS NEEDED. POSITION IT ONTO THE ANCHOR RODS SO THAT IT RESTS ON THE LEVELING NUTS. CHECK THE ELEVATION OF THE TOP NAILER WITH RESPECT TO THE ELEVATION OF THE ADJOINING WALL. (THE ELEVATION AND PLUMBNESS OF THE COLUMN CAN BE ADJUSTED USING THE LEVELING NUTS).

RETURN TO THE FIRST COLUMN AND FULLY TIGHTEN ALL BEAM-TO-COLUMN HIGH STRENGTH BOLTS (INSIDE BOLTS FIRST). CHECK THE PLUMBNESS OF THE SECOND COLUMN AND MAKE SURE THE BEAM IS LEVEL. ADJUST THE TEMPORARY DIAGONAL BRACING AS NEEDED.

PROVIDE ADEQUATE TEMP- ORARY DIAGONAL BRACING FOR THE FRAME. PLUMB ONE COLUMN AND ADJUST THE BRACE AS REQUIRED. INSTALL THE PLAN SPECIFIED HEAVY HEX NUTS AND WASHERS ONTO THE ANCHOR RODS AND FULLY TIGHTEN THEM WITH A WRENCH (1/2 TURN PAST FINGER TIGHT). A 11/2" GAP IS REQUIRED UNDER EACH BASE PLATE FOR A MIN. 4000 PSI NON-SHRINK GROUT.

PLUMB THE NEXT COLUMN, CHECK THE ELEVATION OF THE TOP NAILER WITH RESPECT TO THE ELEVATION OF THE ADJOINING WALL. INSTALL THE REMAINING PLAN SPECIFIED HEAVY HEX NUTS AND WASHERS ON THE ANCHOR RODS. FINGER TIGHT THEM AGAINST THE BASE PLATE.

PACOBEAM

PACO COLUMNS

BASE PLATE

ANCHOR RODSPER PLAN

LEVELING NUT

TOP OF CONCRETE FOOTING

(BY S.E.O.R.)

FULLY TIGHTEN ALL BEAM- TO-COLUMN HIGH STRENGTH BOLTS OF THE SECOND COLUMN (INSIDE BOLTS FIRST).

PLACE NON-SHRINK GROUT UNDER EACH BASE PLATE. (SEE INSTALLATION NOTE #5).

FULLY TIGHTEN THE NUTS OF THE SECOND COLUMN WITH AWRENCH (1/2 TURN PAST FINGER TIGHT).

INSTALL THE TEMPLATE (PROVIDED BY PACO STEEL) AND ANCHOR RODS WITH 2 HEX NUTS AND A WASHER PER ROD (PER STRUCTURAL PLAN) INTO THE FOOTING PER THE E.O.R.'s SPECIFICA-TIONS. ANCHOR RODS MUST BE POSITIONED PER DETAIL ON STRUCTURAL PLANS.

REMOVE THE TEMPLATE AND ADJUST THE LEVELING HEX NUTS TO THE PROPER ELEVATION.

NOTES:a. FOR ERECTION OF LIGHTWEIGHT, SINGLE-BAY AND SINGLE-STORY FRAMES, PROCEED TO STEP 3.b. FOR ERECTION OF HEAVYWEIGHT, MULTI-BAY AND MULTI-STORY FRAMES, CONTACT THE E.O.R.

INSTALL ALL NAILERS (NOT INCLUDED) PER STRUCTURAL PLANS. LAYOUT THE COMPO- NENTS OF THE FRAME HORIZONTALLY. BOLT THE BEAM TO COLUMNS USING HIGH-STRENGTH BOLTS AND DTI WASHERS (INCLUDED). DO NOT FULLY TIGHTEN AT THIS STAGE.

STANDARD DTI WASHERWITH PROTRUSION ON

THE NUT END OF THE BOLT.BUMPS FACING THE NUT.

HEAVY HEX NUT

PACO BEAM

END PLATE WELDEDTO PACO BEAM

ASTM HSB PER DESIGN

HARDENED F436 FLATWASHER ON TOP OFDTI BUMPS

ASTM F1554GRADE 36 KSIANCHOR RODS

PACO COLUMNGRADE 50 KSI BASE PLATE

TOP OF CONCRETEFOOTING (BY OTHERS)

LEVELING NUT

PACO COLUMN

BASE PLATE

ANCHOR RODS(BY OTHERS)

1/8” THK. TEMPLATE

HEAVYHEX NUT

PACO SmartMoment FrameComponents

InstallationInstructions

21220

2X TOP PLATE

ASTM A490HSB

ASTM A490 HSB(PRE-TENSION,

SEE SHOP DRAWINGS)

PACOCOLUMN

STRUCTURALNAILER (BY OTHERS)

SECTION A

ELEVATION VIEW

ENDPLATE

END PLATE

NAILER(BY OTHERS)

A

PACO COLUMN

NAILER(BY OTHERS)

PACOBEAM

NAILER(BY OTHERS)

16d COMMONNAILS

2X DOUBLETOP PLATES(BY OTHERS)

DETAIL 1

CL

CL

CL

CL

CL

NAILER(BY OTHERS)

NAILER(BY OTHERS)

NAILER(BY OTHERS)

TOP PLATE

PACO COLUMN

PACO COLUMN

PACO BEAM

PACO BEAM

END PLATE

ASTM A490 HSB

ASTM A490 HSB

PACO COLUMN

SECTION B-BELEVATION VIEW

DETAIL 2

NOTE : TOP PLATE & STRUCTURAL NAILER NOT SHOWN FOR CLARITY.

27

PACO COLUMN

STIFFENERPLATE

NAILER(BY OTHERS)

NAILER(BY OTHERS)

2X DOUBLETOP PLATES

END PLATE

1” 1”

2 1/2”

B

B

Details 1 & 2MF BEAM TO COLUMN DETAIL

CASE STUDY #3- “Bolted Connection”

4750 ELCAMINO REAL

Los Altos, CA

Scope of Work:

Developer:

Twenty-foot ElevationCustom Special Moment Frame

Architect:Steinberg Architects

Sares Regis

PACO was requested to design numerous 20-foot tall Special Moment Frames with parallel and perpendicular connecting beams. The EOR prepared the preliminary field welded frames for the project. After providing the criteria sheets for the frames, the project was switched to the Paco designed un-stiffened bolted end plate special moment frames. Steve Fedewa, principal of IDS commented. “PACO provided the most efficient bolted connection design and provided numerous connection details and suggestions to allow for rapid completion of the structural steel connections”.

33

Bolted Connection

PACO Steel was requested to design numerous 20-foot tall Special Moment Frames with parallel and perpendicular connecting beams. The EOR prepared the preliminary field welded frames for the project. After providing the criteria sheets for the frames, the project was switched to the PACO designed unstiffened bolted end plate special moment frames.

“PACO provided the most efficient bolted connection design and pro-vided numerous connection details and suggestions to allow for rapid completion of the structural steel connections” -- Steve Fedewa, Principal of IDS

ColonnadeLOS ALTOS CA

ISSUE• Over Budget• Coordination Complexity With Other Trades• Original Design Called Out Field Welded Moment Frames• Save Time In The Field

SMART SOLUTION• Value engineered PACO frames that reduced weight by 30%• Bolt together solution allowed for easy coordination with other trades• Bolt together solution reduced installation to 5 days

SCOPE OF WORKTwenty Foot ElevationCustom Special Moment Frame

ARCHITECTSteinberg Architects

CONTRACTORSares Regis



4750 ELCAMINO REAL

Los Altos, CA

Scope of Work:

Developer:



Sares Regis


33

2X TOP PLATE

ASTM A490HSB

ASTM A490 HSB(PRE-TENSION,

SEE SHOP DRAWINGS)

PACOCOLUMN

STRUCTURALNAILER (BY OTHERS)

SECTION A

ELEVATION VIEW

ENDPLATE

END PLATE

NAILER(BY OTHERS)

A

PACO COLUMN

NAILER(BY OTHERS)

PACOBEAM

NAILER(BY OTHERS)

16d COMMONNAILS

2X DOUBLETOP PLATES(BY OTHERS)

DETAIL 1

CL

CL

CL

CL

CL

NAILER(BY OTHERS)

NAILER(BY OTHERS)

NAILER(BY OTHERS)

TOP PLATE

PACO COLUMN

PACO COLUMN

PACO BEAM

PACO BEAM

END PLATE

ASTM A490 HSB

ASTM A490 HSB

PACO COLUMN

SECTION B-BELEVATION VIEW

DETAIL 2

NOTE : TOP PLATE & STRUCTURAL NAILER NOT SHOWN FOR CLARITY.

27

PACO COLUMN

STIFFENERPLATE

NAILER(BY OTHERS)

NAILER(BY OTHERS)

2X DOUBLETOP PLATES

END PLATE

1” 1”

2 1/2”

B

B

Details 1 & 2MF BEAM TO COLUMN DETAIL

DETAIL 1SECTION A

MF BEAM TO COLUMN DETAIL

DETAIL 2SECTION B


4750 ELCAMINO REAL

Los Altos, CA

Scope of Work:

Developer:



Sares Regis


33

2322

NAILER (BY OTHERS)

Detail 3 - Elevations & Base Plate DetailsMF BASE CONDITIONS

ANCHOR ROD (BY OTHERS)

CASE 1 - WIND (SEE CALCULATIONS) BASE PLATE = 5/8” x 5 1/2” x 14” COLUMN NAILER TO COLUMN NAILER = 18” ANCHOR RODS = (4) 3/4” ASTM F1554 GR. 36 ksi

CASE 2 - SEISMIC (SEE CALCULATIONS) BASE PLATE = 5/8” x 5 1/2” x 14” COLUMN NAILER TO COLUMN NAILER = 18” ANCHOR RODS = (4) 1” ASTM F1554 GR. 36 ksi

CASE 1 - WIND (SEE CALCULATIONS) BASE PLATE = 1 1/8” x 5 1/2” x 20” COLUMN NAILER TO COLUMN NAILER = 18” ANCHOR RODS = (4) 7/8” ASTM F1554 GR. 36 ksi

CASE 2 - SEISMIC (SEE CALCULATIONS) BASE PLATE = 1 1/2” x 5 1/2” x 20” COLUMN NAILER TO COLUMN NAILER = 18” ANCHOR RODS = (4) 1 1/4“ ” ASTM F1554 GR. 36 ksi

BASE PLATE

3X NAILER(BY OTHERS)

ELEVATION VIEW

ELEVATION VIEW

ELEVATION VIEW

CONDITION 1 - HINGED

CONDITION 2 - PARTIAL FIXITY

PACOCOLUMN

1 1/2” 1’-5” 1 1/2”

1’-8”

ANCHOR ROD(BY OTHERS)

BASE PLATE

1’-2”

5 1/4” 5 1/4”3 1/2”


PACOCOLUMN

5 1/

2”

3 1/

2”

ANCHOR ROD(BY OTHERS)

BASE PLATE

1’-2”

5 1/4” 5 1/4”3 1/2”


PACOCOLUMN

5 1/

2”

3 1/

2”

5 1/

2”

3 ”

CONDITION 3 - FIXED

PACO COLUMN

PACO COLUMN

PACO COLUMN

C

CL

C

CL

C

CL

BASE PLATE DETAIL

BASE PLATE DETAIL

BASE PLATE DETAIL

NOTE: DIMENSIONS SHOWN ARE FOR SAMPLE CALCULATIONS ONLY. PLEASE CONTACT PACO STEEL FOR ACTUAL FABRICATION SIZES.

NON-SHRINK GROUT

TOP OF FOOTING

NON-SHRINK GROUT

TOP OF FOOTING

CONCRETE GRADE BEAM

BASE PLATE

THREADEDSTUDS

ANCHOR RODS

NAILER (BY OTHERS)

BASE PLATE

THREADEDSTUDS

ANCHOR RODS

NAILER (BY OTHERS)

BASE PLATE

THREADEDSTUDS

ANCHOR RODS

NON-SHRINK GROUT

TOP OF CONCRETEGRADE BEAM

REBARS

REBARPLATE

28

SECTION C

CONCRETE FOOTING (BY OTHERS) 1 1/2”

TYP.1’-5” * MIN.

* MIN.

(DIS

TAN

CE

TO

ED

GE

O

F C

ON

CR

ETE

)(D

ISTA

NC

E T

O E

DG

E

OF

CO

NC

RE

TE)

CONCRETE FOOTING (BY OTHERS)

SECTION

SECTION

BASE PLATE

PACOCOLUMN

* CASE 1 = 7 1/2” (Wind) * CASE 2 = 10 1/2” (Seismic)

**CASE 1 = 7 1/4” (Wind)**CASE 2 = 10 1/4” (Seismic)

See Calculation forHinged Base Anchorage

BASE PLATE

PACO COLUMN

(ANCHOR RODS

ANCHOR RODS

** M

IN.

3 1/

2” (DIS

TAN

CE

TO

ED

GE

O

F C

ON

CR

ETE

)

** M

IN.

(DIS

TAN

CE

TO

ED

GE

O

F C

ON

CR

ETE

)

CONDITION 2PARTIAL FIXITY

D

CONDITION 1HINGED

D

CONDITION 3FIXED

3 1/2”

1’-2”

(DISTANCE TO EDGE OF CONCRETE)

CL

1”

1”

5 1/

2”

1’-8”

5 1/

2”

CL

(DISTANCE TO EDGE OF CONCRETE)

** M

IN.

** M

IN.

3”

1 1/

4”1

1/4”

* CASE 1 = 13 1/2” (Wind) * CASE 2 = 30 1/2” (Seismic)

**CASE 1 = 13 1/2” (Wind)**CASE 2 = 19 1/2” (Seismic)

See Calculation forPartially Fixed Base Anchorage

PACO COLUMN

CL

CL

ANCHOR RODS

BASE PLATE

ANCHOR RODS

BASE PLATE

SECTION D

NON-SHRINKGROUT

TOP OF CONCRETEFOOTING (BY S.E.O.R.)

FOOTING(BY S.E.O.R.)

FOOTING(BY S.E.O.R.)

PACO COLUMN

NON-SHRINKGROUT

TOP OF CONCRETEFOOTING (BY S.E.O.R.)

EXTERIOR

W = FOOTING WIDTH

* MIN. * MIN.

* MIN.* MIN.

*

*

W = FOOTING WIDTH

SLA

B

S.A

.D.

L -

EM

BE

D D

EP

TH

INTERIOR

e

L -

EM

BE

D D

EP

THe

SLA

BFO

OTI

NG(M

IN.)

(DISTANCE TOEDGE OF CONCRETE)




(MIN

.)3”

(MIN

.)3”

Sections C & D DetailsMF BASE CONDITIONS

29

CONCRETE GRADE BEAM

(BY S.E.O.R.)

PACOCOLUMN

BASE PLATE ANCHOR RODS

3 1/

2”

3 1/2”

1’-2”

CL

1”

1”

5 1/

2”

NOTE: DIMENSIONS SHOWN ARE FOR SAMPLE CALCULATIONS ONLY. PLEASE CONTACT PACO STEEL FOR ACTUAL FABRICATION SIZES.

MF BASE CONDITIONS

DETAIL 3CONDITIONS 1-3

SECTIONSC-D

25224

AMOROSAVILLAGE

Santa Rosa, CA

Scope of Work:

Contractor:

40 Custom Special Moment Frame

Architect:Hunt Hale Jones Architects

Shook & Waller

The seismic design of the 150-unit Senior Housing project was under tight design time constraints. The Structural Engineer of Record, Structural Design Group (SDG), contacted PACO for design assistance for a bolted-unstiffened end plate moment frame. In addition to the moment frame design, the SEOR requested PACO to design the balance of the collectors, columns and provide plates for connecting the intersecting beams. Once the design criteria sheet with architectural parameters was transmitted, a full set of calculations and drawings were prepared for submittal to the City of Santa Rosa. As the project moved through the plan check process, Larry Dunn of SDG commented, “PACO provided a great design-build service for bolted moment frames”.

0

Case Study #4 - “Custom Design”

Custom Design

The seismic design of the 150-unit Senior Housing project was under tight design time constraints. The Structural Engineer of Record, Structural Design Group (SDG), contacted PACO Steel for design assistance for a bolted-unstiffened end plate moment frame. In addition to the moment frame design, the SEOR requested PACO to design the balance of the collectors, columns and provide plates for connecting the intersecting beams. Once the design criteria sheet with architectural parameters was transmitted, a full set of calculations and drawings were prepared for submittal to the City of Santa Rosa.

“PACO provided a great design-build service for bolted moment frames.” -- Larry Dunn of SDG

AMOROSAVILLAGESANTA ROSA CA

ISSUE• Production Builder• Just-In-Time Delivery• Speed In Field• Cost

SMART SOLUTION• Custom frame designed to fi t builders’ needs• Delivered to the job site in phases• Installed by wood framing crew• Fastest and lowest cost solution available

SCOPE OF WORK40 Custom Special Moment Frames

ARCHITECTHunt Hale Jones Architects

CONTRACTORShook & Waller


SMARTMOMENT FRAME

AMOROSAVILLAGE

Santa Rosa, CA

Scope of Work:

Contractor:

40 Custom Special Moment Frame

Architect:Hunt Hale Jones Architects

Shook & Waller

The seismic design of the 150-unit Senior Housing project was under tight design time constraints. The Structural Engineer of Record, Structural Design Group (SDG), contacted PACO for design assistance for a bolted-unstiffened end plate moment frame. In addition to the moment frame design, the SEOR requested PACO to design the balance of the collectors, columns and provide plates for connecting the intersecting beams. Once the design criteria sheet with architectural parameters was transmitted, a full set of calculations and drawings were prepared for submittal to the City of Santa Rosa. As the project moved through the plan check process, Larry Dunn of SDG commented, “PACO provided a great design-build service for bolted moment frames”.

0

Case Study #4 - “Custom Design”

2726

1. Why specify PACO Moment Frames (SMF)?PACO Special Moment Frames are the lightest weight and easiest to install end plate bolted moment frames available.

2. Will PACO provide custom moment frames for our project?Absolutely. In fact all our moment frames are custom. We have yet to run across a project that did not require a custom solution.

3. Is there any field welding required?All our moment frames are designed with end plate bolted connections. PACO bolted moment frames install in a fraction of the time required of traditional field welded frames.

4. How much does it cost?In almost all cases, it costs less than other moment frame solutions. Our moment frames are lighter in weight and bolt together which greatly reduces the total frame cost vs. traditionally designed field welded moment frames. We will provide a preliminary budget once we receive the PACO Moment Frame Design Criteria Worksheet.

5.How long does it take to design?We can’t do the impossible but we come close. Typically, we ask for 2 days for each frame but we have been known to turn designs around much quicker.

6. Do you have moment frames for single-family homes?Yes. We design and manufacture moment frames for single-family homes, custom homes, soft-story retrofit, mezzanine and multi-bay high-rise projects. If code allows it, we will design it!

7. Are your frames suitable for retrofit?Yes. Our frames are ideal for retrofit projects. All our frames are bolt together solutions and are the lightest moment frames in the industry.

8. Have PACO Special Moment Frames been tested?Yes. PACO moment frames are fully compliant with the American Institute of Steel Construction (AISC) design guidelines.

9. Does PACO provide the calculations package and drawings for submittal?Yes. We provide the complete submittal package to the Engineer of Record.

10. How should I order a frame?To start, simply fill out the PACO Moment Frame Design Criteria Worksheet included in this bro-chure (also available by email or at www.pacosteel.com) and submit to our in-house engineering staff. We will design the frame to meet your architectural and structural requirements.

11. How are the frames packaged for delivery to the installation job site?Individual columns and beams are trucked to the job site and are ready to be installed by the general contractor. Beam to column connection bolts are packaged with the delivery.

12. How long has PACO been in business?Established in 1974, PACO Steel and Engineering Corp. is celebrating our 4th decade in business.

PACO STEEL Frequently Asked Questions

SMART SOLUTIONSTHAT DRIVE VALUE FOR CUSTOMERS

28

FRAME GEOMETRY

I e =

MOMENT FRAME LOADING

MOMENT FRAME DESIGN CRITERIA

=Ωρ

=ρ

o

1. Please specify per Architectural Limitations (inches)

3. Required Design Code :4. Response Modification Coefficient : 8. Deflection Amplification Factor:

9. Importance Factor,

2. Frame Height and Span (feet) See Elevation

Other Requirements/Comments :

Max. Column Depth = Flange Width =Max. Beam Depth = Flange Width =

PROJECT INFORMATIONProject Name and Location:

Contact Person:Company Name:Adress/Phone Number/Fax No.

Email Address:Please Check: New Construction Retrofit

Notes:a. Please complete one sheet per application.b. Specify the total quantity of identical frames. TOTAL:

7. S =

Base Condition:

5.

6.

DS

Specify type of diaphragm : Flexible Rigid

Fixed Hinged

Is included in item 11? Yes No

R = 8.0R = 3.0R = 3.5

R = 6.5R = ______

C = 5.5 C = 3.0C = 4.0 C = ______

R = 4.5

ASCE 7-10

ASCE 7-10

*Please check:

13. SL = Snow Load (Plf) - If applicable

10. WL ,WL ,WL = Wind Lateral Load (Kip)ROOF

ASD Level Strength Level (LRFD)

*Please check:ASD Level Strength Level (LRFD)

d

WL =

ddd

1 2

Provide this value if 2nd level exist



11. EL ,EL ,EL = Seismic Lateral Load (Kip)ROOF1 2

12. W , W , W = Gravity Load (Plf)ROOF1 2

WL =

EL =

EL =

WL =

EL =

W =

W =

W =

SL =

W =

W =

R

R

2

1

1

2

R

DL RLL

1DL

2

DL

1LL

W =2LL

14.

Could top & bottom flanges of the beam be braced? Yes No15.

ASD Level

FAX WORKSHEET to (310) 608-1112 or EMAIL to [email protected]

*Optional dimension**Please specify nailer size as required***As applicable (for multi-story frames)

Note: If point loads exist, please mark it on the elevation below.

WDL /LL 1 1

WDL /LL 2 2

WDL /LL R R

in

CS =out

CS =

*C-to-C=(Center-to-Center of Column)

WL /EL11

WL /EL22

WL /ELRR

H

=1s

tH

=

2nd

H

=3r

d(A

ctual

1st F

loor H

eight

from

Top o

f Con

crete

Footi

ng to

Top o

f 2x P

late)

( Top

of 2x

Plate

to To

p of 2

x Plat

e)( T

op of

2x Pl

ate to

Top o

f 2x P

late)

(from Inside-to-Inside of Column Flanges)

(from Outside-to-Outside of Column Flanges)

TOP OF CONCRETE FOOTING

FIELD INSTALLED 2X TOP PLATE



***

***

** Nailers

** Nailers

** Nailers

** Na

ilers

** Na

ilers

** Na

ilers

** Na

ilers

** Na

ilers

** Na

ilers

L L

CL CL

www.MomentFrame.comMOMENT FRAME DESIGN CRITERIA WORKSHEET

31

SMARTMOMENT FRAME

Custom PACO Smart Moment Frame Ordering Process

Custom WorksheetFax or Email

30

PACO Steel and Engineering Corp. has also developed a pre-engineered, pre-fabricated and cost-effective bolted together Special Concentric Braced Frame (SCBF) to resist lateral loads with higher magnitude.

PACO Special Concentric Braced Frames are designed in accordance with chapter F of AISC 341-10 seismic provisions. All connections will be bolted which allows fast installation in the field and eliminates the need for welding.

Concentric Braced Frame systems tend to be more economical than eccentrically braced frames in terms of material, fabrication and erection costs. They are typically located in the walls that occur in the core area around stair and elevator shafts. This generally allows for greater architectural flexibility in placement and configuration of exterior windows and claddings.

Special Concentric Braced Frames may be utilized in dual systems togeth-er with special moment frames in all seismic design categories with no limitation in the building height. This gives EOR the benefit of using a value of 7 for response modification factor (R=7).

PACO will provide the EOR, calculations, submittal documents and detail drawings for the Special Concentric Braced Frames and their attachments to the foundation. This will reduce design time for the engineer and provide a cost-effective solution for lateral loads with higher magnitude.

PACO Smart Braced Frame

SMARTBRACED FRAME SMART SOLUTIONS

FOR THE MOST COMPLEX STEEL NEEDS

32

SMARTBRACED FRAME

PACO

12. W , W , W ,W = Gravity Load (Plf)ASD Level

www.PACOsteel.comCONCENTRICALLY BRACED FRAME DESIGN CRITERIA WORKSHEET

FRAME GEOMETRY

I e =

BRACED FRAME LOADING

BRACED FRAME DESIGN CRITERIA

=Ωρ

=ρ

o

1. Please specify per Architectural Limitations (inches)

3. Required Design Code :5. Response Modification Coefficient :

Specify the value of R used to determine the total shear at thebase of the structure. R= ________

6. Deflection Amplification Factor:

7. Importance Factor:

2. Frame Height and Span (feet) See Elevation

Please specify the type :

Max. Column Depth = Flange Width =Max. Beam Depth = Flange Width =

PROJECT INFORMATIONProject Name and Location:

Contact Person:Company Name:Adress/Phone Number/Fax No.

Email Address:Please Check: New Construction Retrofit

Notes:a. Please complete one sheet per application.b. Specify the total quantity of identical frames. TOTAL:

4. S =

8.

9.

DS

Specify type of diaphragm : Flexible Rigid

Is included in item 11? Yes No

R = 6.0SCBF:OCBF:

SCBF:OCBF:R = 3.25

C = 5.0C = 3.25

ASCE 7-10

ASCE 7-10

*Please check:

13. SL = Snow Load (Plf) - If applicable

10. WL ,WL ,W ,WL = Wind Lateral Load (Kip)ROOF

ASD Level Strength Level (LRFD)

*Please check:ASD Level Strength Level (LRFD)

d

WL =

d

1 2 3Provide these values if these levels exist

Provide these values if these levels exist

Provide these values if these levels exist

11. EL ,EL ,EL ,EL = Seismic Lateral Load (Kip)ROOF1 2 3

ROOF1 2 3

EL =

W =

W =

W =

SL =

W =

W =

R

R

WL =1

2

R

DL RLL

1DL

EL =1

DL

1LL

W =2LL

W =3DL W =3LL

14. Could top & bottom flanges of the beam be braced?

Other Requirements/Comments :

Yes No

A B15.

16.

FAX WORKSHEET to (310) 608-1112 or EMAIL to [email protected]

*Optional dimension**Please specify nailer size as required***As applicable (for multi-story frames)

Note: If point loads exist, please mark it on the elevation below.

A - Chevron V Bracing B - X Bracing

WL =3WL =2

EL =3EL =2

in

CS =out

CS =

*C-to-C=(Center-to-Center of Column)

H

=1s

tH

=

2nd

H

=3r

d(H

eight

from

Top o

f Con

crete

Footi

ng to

Top o

f 2x P

late)

( Top

of 2x

Plate

to To

p of 2

x Plat

e)( T

op of

2x Pl

ate to

Top o

f 2x P

late)

(from Inside-to-Inside of Column Flanges)

(from Outside-to-Outside of Column Flanges)

TOP OF CONCRETE SLAB (BY S.E.O.R.)

CONCRETE FOOTING (BY S.E.O.R.)

***

***

H

=4t

h( T

op of

2x Pl

ate to

Top o

f 2x P

late)

***

L L

** Na

ilers

** Na

ilers

** Na

ilers

** Na

ilers

WDL /LL R R

WDL /LL 3 3

WDL /LL 2 2

WDL /LL 1 1





CL CL

WL /EL22

WL /EL33

WL /ELRR

WL /EL11

** Nailers, Typ.

2-Story Special Concentric Braced Frame Elevation

.

PACO SMART BRACED FRAME

SPLICE PLATES(EACH SIDE)

SPLICE PLATES(EACH SIDE)

GUSSET PLATE GUSSET PLATE

GUSSET PLATE

GUSSET PLATE

GUSSET PLATE

PRETENSIONED HSBs

BASE PLATE

ANCHOR RODS

PRETENSIONED HSBs

ADDITIONAL REBARS,(AS REQUIRED)

PRETENSIONED HSBs PRETENSIONED

HSBs

PRETENSIONED HSBs

SHEAR TAB SHEAR TAB

PRETENSIONED HSBs

LIGHT GRAY SHADED AREAS REPRESENTPROTECTED ZONE

BACK-TO-BACK ANGLES

BACK-TO-BACK ANGLES

BACK-TO-B

ACK ANGLE

S

BACK-TO-B

ACK ANGLES

PRETENSIONED HSBs PRETENSIONED HSBs

HS

S C

OLU

MN

HS

S C

OLU

MN

HS

S C

OLU

MN

HS

S C

OLU

MN

BEAM STUB BEAM STUB

PRETENSIONEDHSBs, TYP.

REINFORCED CONCRETE FOOTING(BY S.E.O.R.)

2-Story Special Concentric Braced Frame Elevation

334

SMART SOLUTIONS • SMART MOMENT FRAME • SMART BRACED FRAME • SMART SHEAR WALL • CUSTOM BEAM & COLUMN • SHEAR WALL BOUNDARY POST • RV & MH BEAM • SOLAR PILE

WWW.MOMENTFRAME.COM

WWW.PACOSTEEL.COM

SMARTMOMENT FRAME

SMARTBRACED FRAME

36

PACOSTEEL & ENGINEERING

19818 SOUTH ALAMEDA STREETRANCHO DOMINGUEZ CA 90221

800.421.1473 TOLL FREE

310.537.6375 HEADQUARTERS

310.608.1112 FAX

WWW.MOMENTFRAME.COMWWW.PACOSTEEL.COM

SMART SOLUTIONS IN STEEL

PACO Smart Moment Frame Catalog 2016

Documents

Transcript of PACO Smart Moment Frame Catalog 2016