Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CNEW2008-01867
(8/21/2008) Gina Southerland - Re:Callingfor C.O_@ 1505 UniversityDrE 120 Texas Store Page-1 From: Jerry Duffey To: Gina Southerland Date: 8/20/2008 1:19 PM Subject: Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store CC: Benjamin McCarty; Chris Haver; Christina Court NO for CO ............. >>> Gina Southerland 8/20/2008 1:01 PM >>> BP# 08-1867 Jay Burch @ 412-1370 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov (8/21/2008) Gina Southerland - Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store W Page 1 i From: Donnie Willis To: Southerland, Gina Date: 8/20/2008 1:19 PM Subject: Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store OK with Drainage. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> On 8/20/2008 at 1:01 pm, in message<48AC1593.6D9C.0039.0@cstx.gov>, Gina Southerland wrote: BP# 08-1867 Jay Burch @ 412-1370 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov (8/21/2008) Gina Southerland - Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store Page 1 From: Paul Schoenfeld To: Alan Gibbs; Benjamin McCarty; Bethany Boerboom; Brenda Godfrey; Brid... Date: 8/21/2008 9:36 AM Subject: Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store ALL OK. PAUL >>> Gina Southerland 8/20/2008 1:01 PM >>> BP# 08-1867 Jay Burch @ 412-1370 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.aov (8/21/2008) Gina Southerland - Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store Page 1 From: Pete Garcia To: COS Date: 8/21/2008 10:52 AM Subject: Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store Attachments: Pete Garcia.vcf They are OK. There was nothing in the store yet. 'Do not ask the Lord to Guide your Footsteps if you are not willing to move your Feet' This e-mail and/or attachment is for the sole use of the intended recipient(s) and may contain confidential and /or legally privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all electronic and paper copies of the original message and any attachments. Thank You. >>> On 8/20/2008 at .1:01. PM, in message<48AC1593.6D9C.0039.0@cstx.gov>, Gina Southerland wrote: BP# 08-1867 Jay Burch is 412-1370 Gina Southerland CSR - Planning & Development Services City of College Station 979-764 3570 www.cstx.00v Chris Haver Christina Court opened Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store Page 1 From: Jerry Duffey To: Christina Court Date: 8/22/2008 8:38:55 AM Subject: Christina Court opened Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store Okay from Fire.......... >>> Christina Court 8/21/2008 4:37 PM >>> Christina Court opened Re: Calling for C.O. @ 1505 University Dr E 120 Texas Store CC: Benjamin McCarty; Bethany Boerboom; Chris Haver; Eric Dotson; Eric Hurt; Gina Southerland Date �L. Permit # Project Name X /,� _ I � t6t-4 `� . f *V I �'O COMMERCIAL CO Planning (Lindsay Boyer, Jennifer Prochazka, Jennifer Reeves, Crissy Hartl, Jason Schubert, Grant Wencel, Molly Hitchcock) Bridgette George Development Engineers (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Robert Bumpurs, William Ethridge) Environmental Services (Eaphrame Thomas, James Boykin, Pete Garcia) Fire Department K (Eric Hurt, Eric Dotson, Jerry Duffey, Steve Smith) Drainage C �� (Donnie Willis) Public Works - Sanitation (Wally Urrutia) Electrical Services (Tony Michalsky) Water/Wastewater Services (Joe Mike Garcia, Paul Schoenfeld, Mitchell on) Miscellaneous Notes PREPARED 8/20/08, 12:01:06 INSPECTION TICKET PAGE 20 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 8/20/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 1505 UNIVERSITY DR E 120 SUBDIV: TENANT, NBR: TEXAS STORE CONTRACTOR JAY BURCH CONSTRUCTION, INC PHONE (979) 690-1000 OWNER DELMAR BARONHEAD I LTD PHONE PARCEL 290480-0101-0010 APPL NUMBER: 08-00001867 COMMERCIAL, STORES & CUSTOMER SERVICE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B115 01 7/25/08 CH BLDG, FRAMING TIME: 17:00 7/25/08 AP July 25, 2008 11:14:42 AM glsouth. July 25, 2008 4:53:46 PM glsouth. July 25, 2008 4:53:49 PM glsouth. B125 01 8/20/08 BLDG, FINAL TIME: 17:00 August 20, 2008 11:06:03 AM ccourt. --------------------------- be ------ COMMENTS AND NOTES -------------------------------------- BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #. Tenant nbr, name . . . . . . Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . Owner DELMAR BARONHEAD I LTD 4645 N CENTRAL EXPY STE 200 DALLAS TX 75205 08-00001867 Date 7/21/08 727737 1505 UNIVERSITY DR E 120 290480-0101-0010 R106520 TEXAS STORE COMMERCIAL, STORES & CUSTOMER SERVICE GENERAL COMMERCIAL 45000 Contractor JAY BURCH CONSTRUCTION, INC P.O. BOX 9925 COLLEGE STATION TX 77842 (979) 690-1000 --- Structure Information 000 000 NON-COMBUSTIBLE RETAIL FINISHOUT Construction Type . . . . . NON-COMBUSTIBLE Occupancy Type . . . . . . MERCANTILE Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID N/A FOUNDATION TYPE SLAB HEATED AREA 1600.00 INTERIOR WALL TYPE SHEETROCK SEWER TYPE PUBLCI TRAFFIC IMPACT ANAL (TAZ) 2070.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc GS Permit pin number 588384 Permit Fee . . . . 235.00 Plan Check Fee .00 Issue Date . . . . 7/21/08 Valuation . . . . 45000 Expiration Date . . 1/17/09 Qty Unit Charge Per Extension BASE FEE 15.00 44.00 5.0000 THOU BLDG, VAL 1001-50000 220.00 ------------------------ Special Notes and C --------------------------------------------------- mments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT: 5" ADDRESS NUMBERS, AND ON R DO' S) 2" HIGH ADDRESS NUMBERS AND NAME OF BUSINES OR MUL I -FAMILY RESIDENTIAL PROVIDE UNIT NUMBER ON FRO OR AND I NTIFY EACH UNIT FROM A REAR FIRE ------------------ ---- BUILDING EP R --------- PRES NTAT --------- --------�- - VE : .---------------- APPLICANT BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 08-00001867 Date 7/21/08 Application pin number . . . 727737 ---------------------------------------------------------------------------- Special Notes and Comments LANE. IDENTIFY MULTI -FAMILY BUILDINGS WITH 12" BUILDING NUMBERS, VISIBLE FROM ALL ADJACENT/NEARBY FIRE LANES. ALL NUMBERS AND LETTERS SHALL HAVE CONTRASTING BACKGROUNDS. Shall advertise only the name of, uses of, or goods or services available within the building, or tenant lease space, to which the banner is attached. Shall be mounted parallel to the face of the building. Shall not be cantilevered away from the structure. Shall not extend more than one foot from any exterior building face, mansard, awning, or canopy. Shall not obstruct any window, door, stairway, or other opening intended for ingress or for needed ventilation or light. Shall not be attached to any tree, fence, or public utility pole. NOTE FROM WATER DEPT--REDUCED PRESSURE ASSEMBLY REQUIRED FOR CAR WASH, POSTMIX CARBONATER, AND HEATING/AC WITH DIRECT CONNECTION TO WATER SUPPLY, WATER SUPPLY LINES SERVING THE THIRD FLOOR OR HIGHER, AND LAWN IRRIGATION SYSTEMS. ALL DEVICES MUST BE TESTED UPON INSTALLATION BY CERTIFIED TESTER REGISTERED WITH THE CITY OF COLLEGE STATION PUBLIC UTILITIES DEPT. LAWN IRRIGATION MAY USE A PRESSURE VACCUM BREAKER INSTALLED PER AWWA STANDARDS AND CITY'S ORD #2394. ALL DEVICES MUST BE INSTALLED PER AWWA AND CITY'S ORD#2394 PROVIDE COMBUSTION AIR: FOR GAS -FIRED APPLIANCES PER SECTION 304 OF THE 2006 INTERNATIONAL FUEL GAS CODE; FOR OTHER FUELS TO COMPLY WITH CHAPTER 7 OF THE 2006 IMC. *ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical Code & LOCAL AMENDMENTS PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR REQUIRED EXIT DOOR(S) SUBMIT FIRE ALARM PLANS WITH PRODUCT DATA SHEETS - DESIGN AND INSTALL AS PER NFPA 72 NO WORK SHALL START UNTIL PLANS HAVE BEEN REVIEWED AND RETURNED PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) SUBMIT FIRE SPRINKLER PLANS AND CALCULATIONS FOR REVIEW NO WORK ON SP INKLER SYSTEM SHALL BEGIN UNTIL PIANS HAVE BEEN REVIEW AND RETURNED. SPRINKLER SYS CONTROLS AND WATER FLOW SWITCHES ARE --------------------- - f----\------------ —----------------------------- BUILDING DEPT R PRESE TATIVE: ��?s' APPLICANT: i_ rI BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 08-00001867 Date 7/21/08 Application pin number . . . 727737 ---------------------------------------------------------------------------- Special Notes and Comments REQUIRED TO BE MONITORED BY AN APPROVED MONITORING COMPANY. A COPY OF THE MONITORING CONTRACT SHALL BE SENT TO THE COLLEGE STATION FIRE DEPARTMENT, FIRE PREVENTION DIVISION. *Assure Proper GFI Locations, Including One Within 25, Of Outside A/C Unit Shall advertise only the name of, uses of, or goods or services available within the building, or tenant lease space, to which the sign is attached; Shall be parallel to the face of the building; Shall not extend more than one foot from any exterior building face, mansard, awning, or canopy; Shall not obstruct any window, door, stairway, or other opening intended for ingress or for needed ventilation or light; and Shall not be attached to any tree, fence, or public utility pole. PROVIDE MINIMUM 42" CLEARANCE FROM CENTER LINE OF WATER CLOSET TO EDGE OF LAVATORY OR WALL TO COMPLY WITH ANSI 2003, ACCESSIBLE STANDARDS. PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. A KEY FOR EACH SHELL BUILDING AND/ OR TENANT DOOR IS REQUIRED. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT INTERIOR LIGHTING SHALL MEET THE CONTROLS AND WATTAGE REQUIREMENTS OF SECTION 505 OF THE 2006 INTERNATIONAL ENERGY CONSERVATION CODE. All roof and ground -mounted mechanical equipment shall be sreened from view or isolated so as not to be visible from any public right-of-way or residential district within 150 feet of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Acceptable methods of screening rooftop equipment may include, but are not limited to encasement, parapet wallAD partition screens. CONSTRUCTIONVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUSL WITH THE NOISE ORDINANCE (MAX. 55 DBA) *ANY CHANGESLTE TIONS TO SUBMITTED PLANS MUST BE RESUBMITTEDPPRO D BEFORE WORK IS DONE IN ORDER TO ASSURE CODEIApdC� -----------------D- --- ------------------- ------------------------------ BUILDING PT PRESE TATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 08-00001867 Date 7/21/08 Application pin number . . . 727737 ---------------------------------------------------------------------------- Special Notes and Comments *POST PERMIT CARD ON JOB SITE TO BE VISIBLE FROM ROAD *CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL PUBLIC SEWER SERVICE IS PROVIDED OR APPROVED ALTERNATE SEWER SYSTEM IS INSTALLED AS PER THE ZONING ORDINANCE SECTION 12.3.L; ATTACHED SIGNS SHALL NOT EXTEND MORE THAN ONE FOOT AWAY FROM EXTERIOR BUILDING FACE Shall advertise only the name of, uses of, or goods or services available within the building or tenant lease space to which the sign is attached, Shall be parallel to the face of the building; Shall not be cantilevered away from the structure; Shall not extend more than one foot from any exterior building face, mansard, awning, or canopy; Shall not obstruct any window, door, stairway, or other opening intended for ingress or for needed ventilation or light; and Shall not be attached to any tree or public utility pole. *TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS *ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total Plan Check Total Grand Total BUILDING APPLICANT 235.00 235.00 .00 .00 235.00 235.00 tll all �1 APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE S'iA'I'ION 979 764-3570 rG,�,,,ingd-DeMopr„f,,'5-4ca ( ) (979) 764-3496 FAX WWW.CSTX.GOV DATE: APPLICATION # TEMP POLE # ADDRESS/LOCATION: (SO 5 ulily//•`` DYtq C. '4n LOT BLOCK SUBDIVISION l6AT41/VA�I SEC/PH BUSINESS/OWNER NAME: �t LS%l b,,5PD+s PHONE: CONTRACTOR/HOMEOWNER CONTACT PERSON FOR REVIEW COMMENTS: FAX: ELECTRICIAN: E5 5 HVAC: ACCESSORY/STORAGE ADDITION DEMOLITION (ASBESTOS SURVEY) DUPLEX (LANDSCAPE PLANS REQUIRED) LOCATION RETAINING WALL DESCRIPTION OF WORK: PROPOSED USE: VG�v'7t STRUCTURE USE: Jay 2UpC-I 40rIS , EMAIL: PHONE: 4) a j 37 Q PHONE: PLUMBER: yVM GOOD CENTS (Residential only): G NEW CONSTRUCTION' PORTABLE STORAGE (RESIDENTIAL) PORTABLE STORAGE (NON-RESIDENTIAL) ri REMODEL/RENOVATION' RE -ROOF SHELL ONLY SLAB ONLY SWIMMING POOL TENT HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: S 0& TEXAS ACCESSII3ILF"P4Yj5ARU6A%S1 PROJECTREGISTRATION NO. EABPRJ —t ;z , VALUATION: $�} TO AL AREA: f 600 HEATED AREA: "—(Cost•of- aborand Materials) PUBLIC SEWER NUMBER OF BEDROOMS: SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS SEWER TAP: INTERIOR WALL TYPE: SIZE WATER TAP: EXTERIOR WALL TYPE: SIZE OTHER TAP: FOUNDATION TYPE: SIZE TEMP POLE L ROOF TYPE: GARAGE TYPE: SINGLE ATTACHED SIGNATURE OF APPLICANT: 'If proposed work involves new Co commercial property, building eleva i xaminer TRIPLE CARPORT or facade improvements/renovations to an existing Official Use pnly Comments: ES r NO Zoni g Official Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC (Solar Heat Gain Coefficient) Glazing U-Factor R value of ductwork A/C SEER Rating Protection Against Subterranean Termites ❑ Chemical Termiticide Treatment (Soil Treatment) ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other * Verification of Application shall be submitted to the City of College Station Building Division prior to issuance of the Certificate of Occupancy. Cla& Western Floor Joist Span ,Z Limitations 125 psi Single Uve Load Span Total Load Deflection No U240 Equal Spans 60US16&33 J6 Spacing 12 7'6'e (in) 16 6'6'e 24 4'8'e Spacing 12 6'5'a (in) 16 5'2"a 24 3'9"a 60OS200-33 33 7' 9' a 6' 8" a 4' 8" a 6' 6" a 5' 3" a 3' 9" a 60OS162-43 33 9' 0' a 7' 10" a 6' 5' a 9' 0" a 7' 10' a 6' 2" a 60OS200-43 33 9' 2' a 7' 11" a 6' 6" a 9' 2" a 7' 11" a 6' 3" a 60OS250-43 33 9' 5' a 8' 2' a 6' 8' a 9' 5" a 8' 2" a 6' 4" a 60OS162-54 33 10' 0' a 8' 10" a 7' 2" a 10' 2" i 8' 10" i 7' 2" a 60OS162-54 50 10' 0" 9' 1' 7' 11" a 11' 2' i 10' 2' i 8' 7' 1 600S200-54 33 10' 6" a 9' 5' a 7' 8" a 10' 10' i 9' 5' a 7' 8" a 60OS200-54 50 10' 6' 9' 6" 8' 4" a 11' 9' i 10' 7' i 8' 7" i 60OS250-54 33 10' 7' e 9' 2' e 7' 6" a 10' 7' i 9' 2" a 7' 6" a 600S250-54 50 10' 11" 9' 11" 8' 8' a 12' 3" i 10' 11' i 8' 11" i 60OS162-68 33 10' 8" 9' 8' 8' 1" a 11' 6" i 9' 11' i 8' 1" i 60OS162-68 50 10' 8" 9' 8' 8' 6" 12' 0" i 10' 11' i 9' 6" i 60OS200-68 33 11' 3" 10' 2" a 8' 7" a 12' 3" i 10' 7" i 8' 7' i 60OS200-68 50 11' 3' 10' 2' 8' 11" 12' 7' i 11' 6" i 10' 0" i 60OS250-68 33 11' 9" 10' 8'e 9' 0" a 12' 8' i 11' 0" 1 9' 0" a 60OS250-68 50 11' 9" 10' 8" 9' 4" 13' 3' i 12' 0" 1 10' 1" i 600S162-97 33 11' 10" 10' 9' 9' 5" 13' 4' 1 11' 11" i 9' 8" i 60OS162-97 50 11' 10" 10' 9" 9' 5" 13' 4' 12' 1' 10' 7" i 60OS200-97 33 12' 6" 11' 4" 9' 11" 14' 0" i 12' 8" 1 10' 4' i 60OS200-97 50 12' 6' 11' 4' 9' 11" 14' 0" 12' 9" 11' 1' i 60OS250-97 33 13' 1' 11' 11" 10' 5" 14' 9" i 13' 4" i 10' 11" i 60OS250-97 50 13' 1' 11' 11" 10' 5' 14' 9" 13' 4" 11' 8' i 1200SI62-54 33 14' 4` a 111TY a 10' 1" e 1200SI62-54 50 16'9'e 10'2" e 120OS200-54 33 15' 4' e e 10' 2" e 120OS200-54 50 17' 6' a 15' 1' a 10' 2' e 120OS250-54 33 15' 6' a 13' 5' a 10' 2" e 120OS250-54 50 17' 11' a 15' 3" a 10' 2" e 120OS162-68 33 16' 6' a 14' 4" a 11' 8" e 120OS162-68 50 18' 7" a 16' 10' a 13' 11' e 120OS200-68 33 17' 8' a 15' 4' a 12' 6' e 120OS200-68 50 19' 4' a 17' 7' a 14' 9" e 120OS250-68 33 18' 5" a 15' 11" a 13' 0' e 120OS250-68 50 20' 2' a 18' 3' a 14' 11' e 1200S162-97 33 20' 6' 17' 9' a 14' 6' e 1200SI62-97 50 21' 0" 19' 1" 16' 8' 120OS200-97 33 21' 10' 18' 11' a 15' 5' e 120OS200-97 50 21' 11' 19' 11" 17' 4' 120OS250-97 33 22' 9' 20' 0" a 16' 4' e 120OS250-97 50 22' 9' 20' 8' 18' 1" e 13'0"a 10'7'a 7'9"a 14'2"a 11'4"a 8'1"a 13'7'a 10'11'a 7'11"a 14'6"a 11'7"a 8'1"a 13'8'a 11'0'a 8'0"a 14'7"a 11'8"a 8'1"a 16'6"a 14'4"a 11'7'a 19'9'i 17'1"i 12'11"a 17'8'a 15'4"a 12'1"a 20'11"i 17'9"i 13'4"a 18' 5' a 15' 11' a 12' 5' a 21'1'i 17'10'i 13'4'a 20'6'i 17'9'i 14'6"i 23'7'i 21'3"i 17'4'i 21'10"i 18'11"i 15'5'a 24' 7' i 22' 4' i 18' 6" i 23' 1' i 20' 0" i 16' 4" a 25' 6' i 23' 2" i 19' 3" i Joist table notes- 1. Joist deflection limitations are based upon L/240 for the total load [TLl and L/360 for live load [LL]. 2. For two equal, continuous span conditions, alternate span live load has been considered. 3. For two equal, continuous span conditions, the listed span is the distance from either end support to the center support. 4. The strength increase due to cold work of forming was incorporated for flexural strength as applicable per the NAS A7.2, 10psfDeadLoadand125psfLiveLoad Span Total Load r• lWo Equal Spans r Member 800S162-33 ksi 33 SpacingSingle 12 7' 0' e 16 5' 3" a 24 3' 6' a 12 5' 7' a 16 4' 2' a 24 2' 9" a 80OS200-33 33 7' 0" e 5' 3" a 3' 6' a 5' 7' a 4' 2" a 2' 9" a 800S162-43 33 9' 11" a 8' 7" e 7' 0" a 9' 5' a 7' 8" a 5' 8" a 80OS200-43 33 11' 2' a 9' 8' a 7' 9' a 10' 1" a 8' 2" a 5' 11" a 80OS250-43 33 11' 4" a 9' 9" a 7' 9' a 10' 2" a 8' 2" a 6' 0" a 800S162-54 33 11' 4" a 9' 10' a 8' 0" a 11' 4" a 9' 10' a 8' 0" a 800S162-54 50 12' 6' 11' 4" a 9' 6" a 13' 5' i 11' 8" i 9' 2" a 80OS200-54 33 13' 2" e 11' 6" a 9' 4" a 13' 3" a 11' 6" a 9' 1" a 80OS200-54 50 13' 2" a 11' 11" a 10' 5" a 14-9-1 12' 10' i 9' 8' a 80OS250-54 33 12' 11" a 11' 2' a 9' 1" a 12' 11" a 11' 2" a 8' 11' a 80OS250-54 50 13' 8" a 12' 5" a 10' 8" a 15' 1' i 13' 0' a 9' 9' a 80OS162-68 33 13' 0" a 11' 3" a 9' 2" a 13' 0" i 11' 3' i 9' 2" a 80OS162-68 50 13' 6" 12' 3" 10' 8" a 15' 2" i 13' 6" i 11' 1' 1 80OS200-68 33 14' 2" a 12' 10" a 10' 6" a 14' 11' i 12' 11' a 10' 6' a 80OS200-68 50 14' 2" 12' 10" 11' 2" a 15' 10' i 14' 5" i 12' 7" i 80OS250-68 33 14' 9" a 13' 4" a 10' 11" a 15' 5' i 13' 4' a 10' 11' a 80OS250-68 50 14' 9" 13' 5" 11' 8" a 16' 7" i 15' 0' i 12' 4' i BOOS162-97 33 15' 0' 13' 7' 11' 11" 16' 10' i 14' 8" i 11' 11' i 80OS162-97 50 15' 0" 13' 7' 11' 11' 16' 10" 15' 3' i 13' 4' i 80OS200-97 33 15' 9' 14' 3' 12' 6" a 17' 8' i 15' 6' 1 12' 8" i 80OS200-97 50 15' 9' 14' 3" 12' 6" 17' 8' 16' 0" i 14' 0" i 800S250-97 33 16' 5' 14' 11' 13' 0' a 18' 5" i 16' 4" i 13' 4' i 80OS250-97 50 165' 14' 11' 13' 0" 18' 5" 16' 9" i 14' 8' i 10 pst Dead Load and 125 psf Live Load Total Load Deflection L/240 1400SI62-54 33 15' 7" a 13' 0" a 8' 8" a 12' 7" a 10' 1" a 6' 11' a 1400SI62-54 50 17' 5' a 13' 0' a 8' 8" a 13' 6" a 10' 5" a 6' 11' a 140OS200-54 33 16' 8' a 13' 0' a 8' 8' a 13' 0" a 10' 4" a 6' 11" a 140OS200-54 50 17' 5' a 13' 0' a 8' 8' a 13' 8" a 10' 5" a 6' 11" a 140OS250-54 33 16' 10' a 13' 0' a 8' 8' a 13' 1" a 10' 5' a 6' 11" a 140OS250-54 50 17' 5' a 13' 0' a 8' 8' a 13' 10" a 10' 5" a 6' 11" a 140OS162-68 33 18' 1' a 15' 8" a 12' 9' a 18' 1" a 15' 3" a 11' 5" a 140OS162-68 50 20' 11' a 18' 7' a 15' 2' a 20' 9" i 16' 11" i 12' 6' a 140OS200-68 33 19' 3' a 16' 8' a 13' 7' a 19' 3" a 15' 10' a 11' 10" a 14GOS200-68 50 21' 10" a 19' 8" a 16' 1' e 21' 5' i 17' 5' 1 12' 10" a 140OS250-68 33 20' 1" a 17' 4' a 14' 2' a 19' 11' a 16' 3' a 12' 1" a 14GOS250-68 50 22' 8" a 19' 10' a 16' 2' a 21' 6" i 17' 6' i 12' 10" a 1400SI62-97 33 22' 7" e 19' 7" a 16' 0' a 22' 7" i 19' 7' 1 160" a 140OS162-97 50 23' 10' 21' 8' 18' 11' a 26' 9' i 23' 4' i 19' 0' 1 140OS200-97 33 24' 0' a 20' 9" a 16' 11' a 24' 0" i 20' 9' i 16' 11" a 140OS200-97 50 24' 9" 22' 6' 19' 8' a 27' 10' i 24' 10" i 20' 3" i 140OS250-97 33 25' 4" a 21' 11' a 17' 11" a 254" i 21' 11" i 17' 11' a 140OS250-97 50 25' 8" 23' 4' 20' 4" a 28' 10" i 25' 9' i 21' 0" i 5. The yield stress [33 ksi or 50 ksi] used to calculate tabulated values is indicated in each table. For 50 ksi material to be provided, it needs to be indicated at the time of ordering. 6. Spans are based upon continuous support of the compression flange. 7. Spans noted with an "e" require web stiffeners at end supports, an "i" requires web stiffen- ers at interior supports and an "a" requires web stiffeners at all three supports. A 3.5" bearing length was used at all support locations in the preparation of these tables. 8. Web punchouts were not considered for allowable shear or web crippling considerations. r psf Dead Load and 125 pst Single Live Load Span Total Load Two Deflection Equal Spans U240 Member 1000S162-43 ksi 33 Spacing 12 11' 3' a (in) 16 9' 3' a 24 6' 2" a Spacing 12 9' 0" a (in) 16 7' 2" a 24 4' 11" a 1000S200-43 33 11' 11' a 9' 3' a 6' 2' e 9' 3" a 7' 4" a 4' 11" a 1000S250-43 33 12' 4" a 9' 3' a 6' 2" e 9' 5' a 7' 5" a 4' 11' a 1000S162-54 33 12' 11" a 11' 2" a 9' 1" a 12' 11" a 10' 10" a 8' 1" a 1000S162-54 50 14' 10" e 13' 2' a 10' 9" a 14' 7' i 11' 11" i 8' 9" a 1000S200-54 33 13' 10" a 12' 0" a 9' 10' a 13' 10' a 11' 4" a 8' 5" a 1000S200-54 50 15' 6" a 13' 9" a 11' 2" a 15' 0" i 12' 2" i 9' 0" a 1000S250-54 33 14' 10' a 12' 10" a 10' 6" a 14' 5" a 11' 9" a 8' 8" a 1000S250-54 50 16' 4" a 14' 6" a 11' 10' a 15' 5" i 12' 6' a 9' 2" a 1000S162-68 33 14' 10" a 12' 10" a 10' 6" a 14' 10" i 12' 10" a 10' 6" a 1000S162-68 50 16' 1" 14' 7" e 12' 7" e 17' 10" 1 15' 5' i 12' 7' a 1000S200-68 33 15' 11" a 13' 9" a 11' 3" a 15' 11" i 13' 9" a 11' 3" a 1000S200-68 50 16' 10" 15' 3" a 13' 4" a 18' 10' i 16' 4" i 13' 4" a 1000S250-68 33 17' 7" e 15' 7' e 12' 9" a 18' 0" a 15' 7' a 12' 9" a 1000S250-68 50 17' 7" 16' 0" e 14' 0" a 19' 9" i 17' 6" i 14' 1" a 1000S162-97 33 18' 1" 15' 9" 12' 10' a 18' 2" i 15' 9" i 12' 10' i 1000S162-97 50 18' 1' 16' 5' 14' 4' 20'3"i 18'5"i 15'6'1 1000S200-97 33 18' 10" 16' 9" 13' 8" a 19' 5" i 16' 9" i 13' 8" i 1000S200-97 50 18' 10" 17' 2" 15' 0" 21' 2" i 19' 3" i 167" i 1000S250-97 33 19' 8" 17' 10' a 15' 7" e 22' 0" i 19' 1" i 157" i 1000S250-97 50 19' 8" 17' 10' 15' 7" 22' 1" i 20' 1" i 17' 6" i 9. The punchout pattern for Clark Western foists is a 4" long by 1.5" high oval. 10. Unpunched joists are available, but must be indicated when ordering. 11. Web punchouts located near a bearing location may need reinforcement. 12. Joists must be restrained against rotation at all supports. 13. Joist bridging opposite the sheathed flange is recommended at a maximum of 8 feet o.c. when sheathing is applied to only the compression flange. qW Clark MlWe stern 'his Structural Stud Non -Composite - Allowable Wall Heights - 5 PSF (Interior) r 362S162-33 12 24' 4' 19' 3' 16' 10' 362S162-33 16 22' 1" 17' 6' 15' 4" 362S162-33 24 18' 9" 15' 4" 13' 4" 362S200-33 12 25' 8" 20' 4" 17' 9' 362S200-33 16 23' 4" 18' 6" 16' 2" 362S200-33 24 19' 7" 16' 2" 14' 1" 362S162-43 12 26' 6" 21" 0" 18' 4" 362S162-43 16 24' 0" 1911, 16' 8" 362S162-43 24 21' 0" 16' 8" 14' 7" 362S200-43 12 27' 11' 22' 2" 19' 4" 362S200-43 16 25' 5" 20' 2" 17' 7" 362S200-43 24 22' 2" 17' 7" 15' 4" 362S250-43 12 29' 6" 23' 5" 20' 5" 362S250-43 16 26' 9" 21' 3" 18, 7" 362S250-43 24 23' 5" 18' 7" 16' 2" 362S162-54 12 28' 4" 22' 6" 19' 8' 362S162-54 16 25' 9" '5' 362S200-54 12 30' 0' 23' 9" 20' 9" 362S200-54 16 27' 3" 21' 7' 18,10" 362S200-54 24 23' 9" 18' 10' 16' 6" 362S250-54 12 31' 7* 25' 1" 21' 11, 362S250-54 16 28' 9" 22' 9" 19,11" 362S250-54 24 25' 1" 19, 11" 17' 5" 362S162-68 12 30' 4" 24' 1" 21' 0" 362S162-68 16 27' 7" 21' 10" 19, 1" 362S162-68 24 24' 1" 1911, 16' 8' 362S200-68 12 32' 1" 25' 6' 22' 3" 362S200-68 16 29' 2" 23' 2" 20' 2" 362S200-68 24 25' 6" 20' 2' 17' 8" 362S250-68 12 33' 11' 26' 11' 23' 6" 362S250-68 16 30' 9" 24' 5" 21' 4" 362S250-68 24 26' 11" 21' 4" 18' 8' 362S162-97 12 33' 6" 26' 7" 23' 2" 362S162-97 16 30'5" 24' 1" 21'1' 362S162-97 24 26' 7" 21'1" 18'5" 362S200-97 12 35' 6' 28' 2" 24' 7" 362S200-97 16 32' 3" 25' 7" 22' 4" 362S200-97 24 28' 2" 22' 4" 19' 6' 362S250-97 12 37' 7" 29' 10' 26' 0' 362S250-97 16 34' 1" 27' 1" 23' 8" 362S250-97 24 29' 10" 23' 8' 20' 8" These tables provide height limitations for wall framing, alone. Values on this page apply to wide flange studs (1%', 2", 2%") and greater metal thicknesses (33, 43, 54, 68 and 97 mil) Non -Composite Table Notes: 1. Limiting heights based upon a fully braced section, if section is not fully braced on both flanges, please use the AISIWIN software available at www.clarksteel.com, or con- tact our Technical Support line at 800-543-7140 for the limiting height and maximum spacing of lateral bracing for the specific condition. 2. Values based on Fy=33 ksi. 3. Lateral loads have not been modified for strength or deflection checks. 4. Reference ASTM C754 section 5.3 for the requirements of stud to track connections. Reference ASTM C754 section 5.2 for requirements of runners (track) connections to the building structure. 5. Adding additional horizontal bridging will not reduce the actual deflection in the wall. To reduce the deflection of a wall stud either a heavier member is required or an intermediate structural support must be provided. 6. A sufficient diaphragm, such as screw -attached gypsum board, may serve as an adequate means of bracing the stud pending the determination of the gypsum supplier or a design professional. Horizontal mechanical bridging would be required it the sheathing diaphragm is not structurally sufficient. In addition, horizontal bridging may be required during the construction phase of a tall wall in order to keep it plumb and true. U Structural Stud Non -Composite - Allowable Wall Heights - 5 PSF (Interior) . . ., .. 600S1 fit-33 12 36' 1' 28' 7" 25' 0" 60OS162-33 16 32' 9' 26' 0" 22' 8" 600S162-33 24 27' 6' 22' 8" 19, 10" 60OS200-33 12 37' 9" 29' 11' 26' 2" 60OS200-33 16 34' 4" 27' 3" 23' 9" 60OS200-33 24 28' 6" 23' 9' 20' 9' 60OS162-43 12 39' 3" 31' 2" 27' 3" 60OS162-43 16 35' 8' 28' 4" 24' 9" 60OS162-43 24 31' 2' 24' 9" 21' 7" 60OS200-43 12 41' 3" 32' 9' 28' 7" 60OS200-43 16 37' 6' 29' 9" 26' 0" 60OS200-43 24 32' 9" 26' 0" 22' 8' 60OS250-43 12 43' 2" 34' 3" 29' 11" 600S250-43 16 39' 3" 31' 2' 27' 2' 60OS250-43 24 34' 3" 27' 2' 23' 9" 60OS162-54 12 42' 2" 33' 5" 29' 2" 60OS162-54 16 38' 3" 30' 4" 26' 6" 60OS162-54 24 33' 5' 26' 6" 23' 2" 60OS200-54 12 44' 3" 35' 2' W 8" 60OS200-54 16 40' 3' 31' 11' 2T ill 60OS200-54 24 35'2' 27'11' 24`4' 60OS250-54 12 46' 5' 36' 10' 32' 2' 60OS250-54 16 42' 2" 33' 5" 29' 3" 600S250-54 24 36' 10' 29' 3" 25' 6" 600S162-68 12 45' 2" 35' 10" 31' 4" 60OS162-68 16 41' 0' 32' 7" 28' 5" 60OS162-68 24 35'10" 28'5" 24' 10" 60OS200-68 12 47' 6' 37' 8" 32' 11" 60OS200-68 16 43' 2" 34' 3' 29' 11" 600S200-68 24 37' 8" 29' 11' 26' 2" 60OS250-68 12 49' 10" 39' 6" 34' 6" 600S250-68 16 45 3" 35'11" 31'4' 60OS250-68 24 39' 6" 31' 4" 27' 5" 600S162-97 12 5011, 39' 9" 34' 8" 60OS162-97 16 45'6" 36'1" 31' 6" 60OS162-97 24 39'9" 31' 6" 27' 6" 600S200-97 12 52' 9" 41' 10" 36' 7" 60OS200-97 16 47' 11" 38' 0" 33' 3" 60OS200-97 24 41' 10" 33' 3" 29' 0" 60OS250-97 12 55' 5" 43' 11" 38' 5" 60OS250-97 16 50' 4" 39' 11" 34' 11' 60OS250-97 24 43' 11" 34' 11" 30' 6" Clar'kVWestern T-innal Prnnerties Area Weight Ill S x R X I Y R y I x S X ip• M a Va I X S X M a 1 Member Thickness i 0.464 -0.558 4.159 0.982 120OS137-335 0.0346 0.526 1.79 8.893 1.482 4.112 0.079 0.387 - - - - 0.911 3,026 3.683 -0.542 4.144 0.983 120OS137-435 0.0451 0.684 2.33 11.517 1,920 4.104 0.100 0,383 0.376 - 13.296 - 1.873 37.01 1377 12.836 1.694 50.71 1377 0.911 3.683 0.542 4.144 0.983 120OS137-54 0.0566 0.853 2.90 14.283 2.380 4.091 4.072 0.121 0.144 0.367 17.142 2.518 49.76 2771 16,572 2348 70.3 2771 1.809 4.458 -0.532 4.123 0,983 0.984 12DOS137-68 0,0713 1.067 3.63 5.10 17.698 24.379 2,950 4,063 4.032 0.182 0.348 24.379 3.899 77.04 8147 24,161 3.666 109.75 8147 5.170 5.847 -0.512 4.079 120OS137-97 120OS162-545 0.1017 0.0566 1.499 0.896 3.05 15,730 2.622 4.190 0.212 0,496 14.743 2.109 41.68 1377 14.298 1.914 57.31 1377 2771 0.957 1.899 6.293 7.666 -0.744 -0.734 4.283 4.264 0.970 0.970 1200S162 68 0.0713 1.121 3.81 19.518 3.253 4.173 0.255 0.477 18.955 26.966 2.817 4.327 55.66 85.51 2771 8147 18.390 26.735 2.645 4.091 79.19 122.49 8147 5.433 10.187 -0.713 4.223 0.971 120OS162-97 0.1017 1.576 5,36 26.966 4,494 4.137 0.331 0.459 16.678 2.425 47.93 1377 16.333 2.074 62.09 1377 1.017 11.462 -1.047 4.478 0,945 120OS200-545 0.0566 0.953 3.24 17.662 2.944 4.306 0.393 0.479 0.643 0.634 21.376 3.215 63,54 2771 20.864 2.963 88.71 2771 2.026 14.038 -1.036 4.459 0.946 1200S200-68 0,0713 1.192 4.06 21.947 3.658 5.069 4.291 4.258 0.635 0.615 30.417 4.899 96.81 8147 30.175 4.660 139.51 8147 5.783 18.876 -1.014 4.420 0.947 120OS200-97 0.1017 1.677 5.71 30.417 0,823 18.831 2.484 49.09 1377 18380 2.172 65.02 1377 1.078 19.354 -1.395 4.704 0.912 1200S250-545 0.0566 1.009 3.43 19.681 3.280 4.081 4.416 4.402 0.683 0.836 0.813 23.963 3.496 69.08 2771 23.572 3.012 90.17 2771 2.141 23.796 -1.384 4.686 0.913 0.914 12005250 68 0.0713 1.263 4.30 4.30 24.484 34,486 5.669 4313 1.121 0.794 34.016 5.496 108.6 8147 33.835 5.037 150.82 8147 6.134 32260 -1.361 4.648 120OS250-68 0.0713 1.263 39.669 6.612 4.502 2.171 1.053 39.669 6.612 146.35 8147 39.669 6.424 212.25 8147 6.747 63.858 -1.9 5. 0,849 84 120OS300-97 0.1017 1.957 6.66 47.613 7.936 4.483 2.561 1.039 47.613 7.936 179.62 13189 47.613 7.936 267.39 14986 12.183 75.552 37 -1.937 4.993 93 0 120OS300-118 120OS350-97 0.1242 0.1017 2.369 2.059 8.06 7.01 43.269 7.211 4.584 3.159 1.239 43.268 7.071 154.22 8147 43.269 6.599 197,57 8147 14986 7.098 12.821 91.505; 108.579 -2.353 -2,336 5.299 5.273 0.803 0.804 120OS350-118 0,1242 2.494 8.49 51.993 8.665 4.566 3.741 1.225 51.993 8,665 192.74 13189 51.993 8.260 274.07 D.228 3.952 0.997 120OT100-545 0,0566 0.792 2.60 12.292 2.015 3,940 0.031 0.198 11.281 1.438 28.41 40.97 1354 . 2713 10.792 14.295 1.248 1.859 37.38 55.64 1354 2713 0.845 1.690 0.966 1.200 -0225 3.955 0.997 120OT100-68 0.0713 0.997 3.39 15.504 2.531 3.588 3.943 3.949 0.038 0.052 0.196 0.191 14.876 22,169 2.074 3,384 66.87 7902 21,856 3,139 93.99 7902 4,901 1.662 -0.220 3.960 0,997 120OT100-97 0.1017 1.422 4.84 22.169 2.186 4.033 0,060 0.271 12.296 1.491 29.47 1354 11.460 1.286 38.51 1354 0,876 1.820 -0.337 4.056 0.993 1200T125-545 120OT125-68 0.0566 0.0713 0.820 1.033 239 3.51 13.335 16,826 2.747 4.036 0.074 0268 16,246 2.206 43.60 2713 15.686 1.934 57.90 2713 7902 1.750 5.076 2.271 3.173 -0.334 -0.328 4.059 4.066 0.993 0.994 1200T125-97 0.1017 1.472 5.01 24.078 3.897 4.044 0.102 0.263 0.259 24,078 29.472 3.690 4.740 72.92 93.67 7902 13189 23.751 29.472 3.442 4.490 103.06 134.44 14434 9.243 3.815 -0,323 4.070 0.994 120OT125-118 5 0.1242 1.797 6.12 29.472 4.740 4.049 0.121 a ` " 459 4.157 0.988 . 120OT160 "". r 5848 y$ y. ; 18:148 2.963 4.121 0.127 0 345 t7 `" xM �' 2 I 16 566 2713 $ p0.988 419 4.379 0.973 4.206 4.130 0,176 0.340 25.987 3.996 78.97 7902 25.719 3.6a6 108.2i 7902 5.252 3 120OT150-97 0.1017 1.523 5.18 25.987 36,530 5,875 4.291 0.492 0.498 36.530 5.794 114.50 13189 36.530 5.278 158.02 14434 10.201 14.478 -0.719 4.379 0.973 120OT200-118 0,1242 1.984 6.75 4.265 0.236 0,510 14.078 1.582 31.26 1354 12,962 1.350 40.41 1354 0.966 6.706 -0.736 4.358 0.971 120OT200-545 0,0566 0.905 3.08 16.464 2.699 3.395 4.271 0,294 0.508 19.277 2.383 47.09 2713 18.026 2.058 61.62 2713 1.931 8.419 -0.732 4,363 0.972 120OT200-68 0.0713 1.140 3.88 5.53 20.791 29.805 4.824 4.283 0.410 0.502 29.805 4.298 84.93 7902 28,959 3.819 114.35 7902 5.602 11.921 -0.725 4.373 0.973 120OT200-97 0.1017 1.625 3.041 4.392 0.445 0.681 15,021 1,617 31.95 1354 13,756 1.374 41.14 1354 1.027 12.321 -1.047 4.566 0.947 120OT250-545 120OT250-68 0.0566 0.0713 0.962 1.211 3.27 4.12 18.550 23.435 3.826 4.399 0,556 0.678 20.720 2.451 48.44 2713 19.255 2.106 63.04 2713 7902 2.052 5.953 15.499 22.041 -1.043 -1.035 4.572 4.582 0.948 0.949 120OT250-97 0.1017 1,727 5.88 33,623 5.442 4.413 0.780 0.672 32.479 4.489 88.70 7902 31.310 3.954 118.37 0,916 120OT300-545 0.0566 1.018 3.46 20,636 3.383 4.502 0.745 0.855 15.856 1.641 32.44 1354 14,451 20,338 1,391 2.140 41.65 64.06 1354 2713 1.087 2.173 20.178 25.418 -1384 -1,380 4.787 4.792 0.917 120OT300-68 0.0713 1.282 4.36 26.079 4,258 4,510 4.525 0.932 1.310 0,852 0.847 21.991 34.841 2,501 4.629 49.41 91.46 2713 7902 33.377 4.051 121.30 7902 6.304 36.249 -1.371 4.804 0,919 120OT300-97 0.1017 1.828 6,22 37.441 6,060 Rx = Radius of gyration (x-axis) Va = Allowable shear force Ro = Polar radius of gyration about the centroidal principal axis For Section Properties Table Notes see page 5 ly = Moment of inertia (y-axis) J = St. Vennant torsion constant B = Beta coefficient A = Cross Sectional Area Ix = Moment of inertia (x-axis) Ry = Radius of gyration (y-axis) Cw = Torsional warping constant Sx = Section modulus (x-axis) Ma = Allowable bending moment Xo = Distance from center of gravity to shear center along x-axis Clark SWestern This manual provides information for the most commonly used light steel framing products we manufacture, but it does not cover all of our products. You will find more complete information on each member selection by going to our web site, www.clarkwestern.com. Please note the introductory information for each set of tables so that you know about the additional information that is readily available from our website. How to Identify our Products Clark Western has adopted standard nomenclature established by the Steel Stud Manufacturers Association (SSMA) for identifying each of its products. Coding of each member has four parts: • First is a number which identifies the web depth of the member to two decimal places. 600 = 6.00", 1000=10.00", 550 = 5.50", 362 = 3.625" etc. • Second is a letter that tells you the type of member, such as S = Stud/Joist, T = Track, U = U-Channel, and F = Furring Channel. • Third is a number that defines the flange dimension in inches to two decimal places. 162 = 1.625", 200 = 2.00",125 =1.25" etc. • Fourth, following a hyphen, is the minimum design thickness of the metal in thousandths of an inch. 18 = .018", 27 = .027", etc. Product Availability Most products manufactured by Clark Western are readily available in all markets, but there can be exceptions. Please contact your Clark Western Sales Representative to make sure the product you need is available in your market area. Example: 362SI62-43 (33ksi) Punched < > 6�� �'c ®=Stud or Joist Q=Track O=CRC or U-C Q=Furring Channel Punched studs or joists will be supplied unless the customer indicates unpunched material is required at time of order. ' Ail track and channels are unpunched 331ksi steel will be speci- fied unless the customer 1 indicates 50ksi at time of order lark Western Members Depths, Flanges & Available Thickness Clark Western Return Lip Dimensions Member Flange Mils Gauge Flange Width Return Lip Member Dept 125 (1-1/4') 3/16" 137 (1-3/8") 3/8" 1-5/8' - 6" 3-5/8' 8" Depths Widths Range Range (162)1-5/8" 1-1/4" 18 - 30 25 - 20 GA (250) 2-1/2" 1-1/4" & 1-5/8" 18 - 68 25 -14 GA 162 (1-5/8") 1/2" 2-1/2" -16" (350) 3-1/2" 1-5/8" 33 - 68 20 -14 GA 200 (2") 5/8" 250 (2-1/2") 5/8" 3-5/8' -16' 3-5/8" -16" (362) 3-5/8" 1-1/4", 1-3/8", 1-5/8", 2" & 2-1/2" 18 -118 25 -10 GA (400) 4" 1-114",1-3/8", 1-5/8", 2" & 2-1/2" 18-97 25 -12 GA 300 (3") 1" 6" -16" (550) 5-1/2" 1-5/8" 2" & 2-1/2" 33 - 97 20 -12 GA 350 (3-1/2") 1" 6" -16" (600) 6" 1-1/4", 1-3/8", 1-5/8"' Description Conversion (inches) 2", 2-1/2',3' & 3-1/2" 18 -118 25 -10 GA GA Code rf (Inches) Code f+ (Inches) (725) 7-1/4" 1-5/8" 2" & 2-1/2" 33 - 97 20 - 12 125 (1-1/4') 725 (7-1/4") (800) 8" 1-3/8",1-5/8", 2", 2-112", 3' & 3-1/2" 33 -118 20 -10 GA 137 (1-3/8") 162 (1-5/8") 800 (8") 925 (9-1/4") (925) 9-1/4" 1-5/8" 2" & 2-1/2" 43 - 97 18 - 12 GA 200 (2") 250 (2-1/2") 1000 (10") 1150 (11-112") (1000)10" 1 5/8". 2". 2 1/2", 3" & 3 1/2" 43 118 18 10 GA (1150) 11-1/2" 1-5/8", 2" & 2-1/2" 43-97 18 -12 GA 300 (3') 1200 (12") (1200)12" 1-5/8" 2" 2-1/2" 3" & 3-1/2" 54 -118 16 -10 GA 350 (3-1/2') 400 (4") 1350 (13-1/2") 1400 (14') (1350)13-1/2" 1.5/8", 2", 2-1/2'. 3" & 3-1/2" 54 -118 16 -10 GA (1400)14' 1-5/8", 2", 2-1/2', 3' & 3-1/2" 54 -118 16 -10 GA 550 (5-1/2") 1600 (16") (1600)16" 1-5/8", 2', 2-1/2'. 3" & 3-1/2" 54 -118 16 -10 GA 600 (6") A Western Thickness Identification by Color Coding Member Thickness Design Min Mils Gauge Thickness Thickness Color 18 25 0.0188, 0,1790" None 27 22 0.0283" 0,0269" Black 30 DW20 0.0312' 0.0296' Pink 33 20 0.0346' 0,0329" White 43 18 0.0451" 0.0428" Yellow 54 16 0.0566' 0.0538" Green 68 14 0.0713" 0.0677" Orange 97 12 0.1017' 0,0966" Red 118 10 0.1242" 0,1180" Blue C1arkWestern 15 pst 0 psf 25 psf 30. 362S162-33 12 13' 4" 11' 8' 9' 10' 12' 2" 10' 7" 81111, 11' 3" 9' 10' 8' 3' 10' 7" 9' 3" 7' 10" 10, 0" 8' 9" 7' 5" 9' 4" 8' 5' 7' 1" 362S162-33 16 12' 2' 10' 7" 8' 11" 11' 0" 9' 7" 8' 1' 10' 3" 8' 11" 7' 6" 9' 4" 8' 5" 7' 1" 8' 8' 8' 0" 6' 9" 8' 1" 7' 8" 65" 362S162-33 24 10' 7" 9' 3" 7' 10" 9' 4" 8' 5" 7' 1" 8' 4" 7' 10" 6' 7" 7' 8" 7' 4" 6' 2" 7' 1" 7' 0" 5' 10' 6' 7" 6' 7" 5' 7" 362S200-33 12 14' 1" 12' 4" 10' 5" 12' 10" 11' 2" 9' 5" 11' 11" 10' 5" 8' 9" 11' 2" 9' 9" 8' 3" 10' 5" 9' 3" 7' 10' 9' 9" 8' 10' 7' 6" 362S200-33 16 12' 10' 11' 2" 9' 5" 11' 8" 10' 2" 8' 7" 10' 8" 9' 5" 7' 11" 9' 9" 8' 10" 7' 6" 9' 0' 8' 5" 1" 1" 8' 5" 8' 1" 6' 9" 362S200-33 24 11' 2' 9' 9' 8' 3" 9' 9" 8' 10" 7' 6' 8' 9" 8' 3" 6' 11' 7' 11" 7' 9" 6' 6" 7' 4" 7' 4" V 2" 6' 11" 6' 11" 5' 11' 362S162-43 12 14' 7" 12' 8" 10' 8" 13' 3" 11' 6" 9' 9" 12' 3" 10' 8" 9' 0" 11' 6' 10' 1" 8' 6" 10' 11" 9' 7" 8" 1" 10' 6" 9' 2" 7' 8' 362S162-43 16 13' 3" 11' 6" 9' 9" 12' 0" 10' 6" 8' 10" 11' 2" 9' 9" 8' 2" 10' 6" 9' 2" 7' 8" 9' 11" 8' 8" T 4" 9' 6" 8' 4" 7' 0" 362S162-43 24 11' 6" 10' 1" 8' 6" 10' 6" 9' 2" 7' 8" 9' 9' 8' 6' 7' 2" 910, 8' 0" 6' 9' 8' 4" 7' 7" 65' 7' 9" 7' 3" 6' 1" 362S200-43 12 15' 4" 13' 5' 11' 4" 13' 11" 12' 2" 10' 3" 12' 11" 11' 4" 9' 6" 12' 2" 10' 8" 9' 0" 11' 7" 10, 1" 816, 11' 1" 9' 8' 8' 2' 362S200-43 16 13' 11" 12' 2" 10' 3" 12' 8" 11' 1" 9' 4" 11' 9' 10' 3" 8' 8" 11, 1" 9' 8" 8' 2" 10' 6" 9' 2" 7' 9' 10' 1" 8' 9' 7' 5" 362S200-43 24 12' 2' 10' 8" 9' 0" 11, 1" 9' 8" 8' 2" 10' 3" 9' 0' 7' 7" 9' 8" 8' 5" 7' 1" 8' 11" 8' 0" 6' 9" 8' 4" 7' 8" 6' 5" 362S250-43 12 16' 2" 14' 2" 11' 11' 14' 9" 12' 10" 10' 10" 13' 8" 11' 11" 10' 1" 12' 10" 11' 3" 9' 5" 12' 2' 19 8' 9,01 11' 8" 10' 2" 8' 7" 362S250-43 16 14' 9" 12' 10" 10' 10" 13' 4" 11' 8" 9' 10" 12' 5" 10' 10" 9' 2" 11' 8" 10' 2' 8' 7' 11' 1" 9' 8" 8' 2' 10' 6" 9' 3" 7' 10' 362S250-43 24 12' 10' 11' 3' 9' 5" 11' 8" 10' 2" 8' 7" 10' 10' 9' 5' 8' 0" 9' 11" 8' 11" 7' 6" 9' 2" 8' 5" 7' 1' 8' 7" 8' 1' 6' 10" 362S162-54 12 15' 7" 13' 7' 11' 6" 14'2" 12 4' 10'5" 13' 2" 11' 6 9' 8 12 4" 10 9 9 1 11' 9" 10' 3" 8' 8" 11' 3" 9 10" 8' 3" 362S162-54 16 14' 2' 12' 4' 10' 5" 10", 11 3" 9 6 1 ' 10' 5 8' 9 11 3" 9. 0 � y 10 8' 5 p�..E,. 10' 2" ��" 6T 6' 362S200-54 12 16' 6" 14' 5' 12' 1' 15' 0" 13' 1" 11' 0" 13' 11" 12' 1" 10' 3" 13' 1" 11' 5' 9' 7" 12' 5" 10' 10" 9' 2' 11' 10" 10' 4" 8' 9' 362S200-54 16 15' 0' 13' 1" 11' 0" 13' 7" 11' 10" 10' 0" 12' 7" 11' 0" 9' 3" 11' 10" 10' 4" 8' 9' 11' 3" 9' 10" 8' 4" 10' 9" 9' 5" 7' 11' 362S200-54 24 13' 1" 11' 5' 9' 7" 11' 10" 10' 4" 8' 9" 11' 0" 9' 7" 8' 1" 10' 4" 9' 1" 7' 7" 9' 10' 8' 7' 7' 3' 9' 5" 8' 3" 6' 11" 362S250-54 12 17' 5" 15' 2' 12' 10" 15' 9" 13' 9" 11' 7" 14' 8" 12' 10' 10' 9" 13' 9' 12' 0" 10' 2" 13' 1' 11' 5' 9' 8" 12' 6" 10' 11" 9' 3" 362S250-54 16 15' 9" 13' 9" 11' 7" 14' 4" 12' 6" 10' 7" 13' 4" 11' 7' 9' 1W 12' 6" 10' 11" 9' 3" 11' 11' 10' 5' 8' 9' 11' 4" 9' 11" 8' 4" 362S250-54 24 13' 9" 12' 0" 10' 2" 12' 6" 10' 11" 9' 3" 11' 7" 10' 2' 8' 7" 10' 11" 9' 7" 8" 1" 10' 5" 9' 1' 7' 8" 9' 9" 8' 8" 7' 4" 362S162-68 12 16' 8" 14' 7" 12' 3" 152" 13' 3" 11' 2' 14' 1" 12' 3" 10' 4" 13' 3" 11' 7" 9' 9" 12' 7" 11' 0' 9' 3" 12' 0" 10' 6` 8' 10" 362S162-68 16 15' 2' 13' 3" 11' 2' 13' 9" 12' 0" 10' 2" 12' 9" 11' 2' 9' 5" 12' 0" 10' 6" 8' 10" 11' 5" 10' 0' 8' 5" 10' 11" 9' 6" 8' 0" 362S162-68 24 13' 3' 11' 7' 9' 9' 12' 0" 10' 6" 8110, 11' 2" 9' 9" 8' 2" 10' 6" 9' 2" 7' 9" 10' 0" 8' 8" 7' 4" 9' 6" 8' 4' 7' 0' 362S200-68 12 17' 8" 15' 5" 13' 0" 160" 14' 0" 11' 10" 14' 10' 13' 0" 10' 11" 14' 0" 12' 3" 10' 4" 13' 3" 11' 7" 9' 9" 12' 9' 11' 1" 9' 4' 362S200-68 16 16' 0" 14' 0' 11' 10" 14' 7' 12' 9" 10' 9' 13' 6" 11' 10' 9' 11" 12' 9" 11' 1" 9' 4" 12' 1' 10' 6' 8' 11" 11' 7" 10' 1' 8' 6" 362S200-68 24 14' 0" 12' 3' 10' 4" 12' 9" 11' 1" 9' 4" 11' 10" 10' 4" 8' 8" 11,1" 9' 8" 8' 2" 10' 6" 9' 2" 7' 9" 10' 1" 8' 10" 7' 5" 362S250-68 12 18' 8" 16' 3' 13' 9" 16' 11" 14' 9" 12' 6" 15' 9" 13' 9" 11' 7" 14' 9" 12' 11" 10' 11" 14' 0" 12' 3" 10' 4" 13' 5" 11' 9" 9' 11" 362S250-68 16 16' 11" 14' 9' 12' 6" 15' 4" 13' 5" 11' 4" 14' 3' 12' 6" 10' 6" 13' 5" 11' 9" 9' 11" 12' 9" 11' 2" 9' 5" 12' 2" 10' 8" 9' 0" 362S250-68 24 14' 9' 12' 11' 10' 11' 13' 5" 11' 9' 9111, 12' 6" 10' 11" 9' 2" 11' 9' 10' 3' 8' 8" 11' 2' 9' 9" 8' 2' 10' 8" 9' 4" T 10" 362S162-97 12 18' 5" 16' 1" 13' 7" 16' 9" 14' 7" 12' 4" 15' 6" 13' 7' 11' 5" 14' 7" 12' 9' 10' 9" 13' 10' 12' 1" 10' 2" 13' 3" 11' 7" 9' 9' 362S162-97 16 16' 9" 14' 7' 12' 4" 15' 2' 13' 3" 11' 2' 14' 1" 12' 4" 10' 4' 13' 3" 11' 7" 9' 9" 12' 7" 11' 0" 9' 3' 12' 0" 10' 6" 8' 10" 362S162-97 24 14' 7' 12' 9' 10' 9" 13' 3" 11' 7" 919, 12' 4' 10' 9" 9' 1" 11' 7" 10' 1" 8' 6" 11,01 9' 7" 8' 1" 10' 6" 9' 2" 7' 9' 362S200-97 12 19' 6" 17' 1" 14' 4" 17' 9" 15' 6" 13' 1" 16' 5" 14' 4" 12' 1" 156" 13' 6' 11' 5" 14' 8' 12' 10" 10' 10' 14' 1" 12' 3" 10' 4" 362S200-97 16 17' 9' 15' 6' 13' 1" 16' 1" 14' 1" 11' 10" 14' 11" 13' 1' 11' 0" 14' 1" 12' 3" 10' 4" 13' 4' 11' 8" 9' 10" 12' 9" 11' 2" 9' 5" 362S200-97 24 15' 6" 13' 6' 11' 5" 14' 1" 12' 3" 10' 4" 13' 1" 11' 5' 9' 7" 12' 3" 10' 9' 9' 0" 11' 8" 10' 2" 8' 7" 11' 2" 9' 9" 8' 2" 362S250-97 12 20' 8" 18' 0" 15' 2' 18' 9" 16' 5' 13' 10" 17' 5" 15' 2" 12' 10" 16' 5" 14' 4" 12' 1" 15' 7' 13' 7" 11' 5" 14' 11" 13' 0" 10' 11" 362S250-97 16 18' 9" 16' 5' 13' 10' 17' 0' 14' 11" 12' 7" 15' 10" 13' 10" 11' 8" 14' 11" 13' 0" 10' 11" 14' 2' 12' 4' 10' 5" 13' 6" 11' 10" 9' 11" 362S250-97 24 16' 5" 14' 4" 12' 1" 14' 11" 13' 0" 10' 11" 13' 10" 12' 1" 10' 2" 13' 0" 11' 4" 9' 7" 12' 4" 10' 9" 9' 1' 11' 10" 10' 4" 8' 8" Allowable Non -Axial Load Bearing Wall Heights Please note: 2000 International Building Code table 1064.3, footnote f, permits wind load to be taken as 0.7 Strength Multiplier =1.0 Deflection Multiplier =1.0 times the "component and cladding" loads for the purpose of determining deflection limits. The tables in height table notes this section provide the traditionally accepted values where the 0.7 factor has not been applied. Clark(Western i� Member Thickness Area Weight Ix SX Rx ly By 33 Ix ksi Effective SX PropertiesGross Ma Va r ksi Ix Effective Sx Properties Ma Va rr Torsional Properties 362S137-33 0.0346 0.236 0.80 0.479 0.264 1.424 0.059 0.501 0.479 0232 4.59 1024 0.479 0.198 5.94 1083 0.094 0.162 -1.026 1.826 0.684 362S137-43 0.0451 0.306 1.04 0.616 0.340 1.419 0.075 0.497 0.616 0.320 6.32 1739 0.616 0.293 8.78 2141 0.207 0.204 -1.015 1.814 0.687 362S137-54 0.0566 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.402 7.94 2341 0.756 0.381 11.42 3372 0.405 0.246 -1.006 1.801 0.688 362S137-68 0.0713 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.498 9.84 2884 0.922 0.493 14.77 4370 0.797 0294 -0.996 1.784 0.689 362S137-97 0.1017 0.648 2.20 1.229 0.678 1.377 0.137 0.460 1.229 0.662 13.09 3922 1.229 0.662 19.83 5943 2.233 0.375 -0.975 1.749 0.689 362S162-33 0.0346 0.262 0.89 0.551 0.304 1.450 0.099 0.616 0.551 0.268 5.29 1024 0.551 0.235 7.04 1083 0.105 0.293 -1.335 2,065 0.582 362S162-43 0.0451 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 0.372 7.34 1739 0.710 0.321 9.62 2141 0,230 0.371 -1.323 2.052 0.585 0.481 1.438 0.154 0.604 0.873 0.4��Jjj 10 0.449 1.314,. 0.590 1 AN 0.186 0.596 1.069 0. qafV 362S162-97 0.1017 0.724 2.46 1.435 0.792 1.408 0.241 0.577 1.435 0.776 15.33 3922 1.435 0.776 23.23 5943 2.496 0.699 -1.286 1.992 0.583 362S200-33 0.0346 0.297 1.01 0.648 0.358 1.478 0.177 0.772 0.648 0.291 5.76 1024 0.629 0.258 7.73 1083 0.118 0.571 -1770 2.432 0.470 362S200-43 0.0451 0.385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.427 8.43 1739 0.836 0.376 11.26 2141 0.261 0.726 -1.758 2.419 0.472 362S200-54 0.0566 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.553 10.93 2341 1.030 0.490 14.66 3372 0.511 0.884 -1.750 2.407 0.471 362S200-68 0.0713 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.687 13.58 2884 1.265 0.666 19.95 4370 1.008 1.070 -1.741 2.393 0.470 362S200-97 0.1017 0.826 2.81 1.711 0.944 1.44 0.446 0.735 1.711 0.928 18.34 3922 1.711 0.928 27.80 5943 2.847 1.404 -1.724 2.363 0.468 362S250-43 0.0451 0.430 1.46 0.980 0.541 1.510 0.385 0.946 0.980 0.451 8.91 1739 0.957 0.394 11.81 2141 0.292 1.219 -2.230 2.854 0.390 362S250-54 0.0566 0.535 1.82 1.210 0.668 1.504 0.473 0.940 1.210 0.583 11.52 2341 1.203 0.521 15.60 3372 0.571 1.489 -2.222 2.843 0.389 362S250-68 0.0713 0.666 2.27 1.490 0.822 1.496 0.578 0.931 1.490 0.782 15.46 2884 1.490 0.690 20.67 4370 1.129 1.812 -2.213 2.829 0.388 362S250-97 0.1017 0.927 3.16 2.027 1.118 1.478 0.772 0.912 2.027 1.103 21.79 3922 2.027 1.055 31.59 5943 3.197 2.402 -2,196 2.800 0.385 362T100-33 0.0346 0.194 0.66 0.378 0.200 1.394 0.016 0.288 0.352 0.166 3,28 1024 0.338 0.157 4.71 1039 0.078 0.041 -0.481 1.502 0.898 362T100-43 0.0451 0.253 0.86 0.492 0.260 1.394 0.021 0.286 0.481 0.232 4.58 1739 0.464 0.219 6.56 2141 0.172 0.053 -0.477 1.501 0.899 362T100-54 0.0566 0.318 1.08 0.622 0.326 1.400 0.026 0.284 0.622 0.311 6.15 2480 0.613 0.295 8.82 3372 0.339 0.066 -0.473 1.504 0.901 362T100-68 0.0713 0.400 1.36 0.792 0.409 1.407 0.032 0.281 0.792 0.409 9.09 3104 0.792 0.398 11.90 4703 0.678 0.084 -0.469 1.509 0.903 362T100-97 0.1017 0.570 1.94 1.152 0.579 1.422 0.043 0.274 1.152 0.579 13.45 4370 1.152 0.579 19.96 6622 1.965 0.120 -0.461 1.520 0.908 362T125-33 0.0346 0.212 0.72 0.438 0.232 1.438 0.030 0.377 0.384 0.174 3.44 1024 0.368 0.164 4.92 1039 0.085 0.075 -0.667 1.630 0.832 362T125-43 0.0451 0.276 0.94 0.571 0.302 1.439 0.039 0.375 0.531 0.245 4.84 1739 0.508 0.230 6.89 2141 0.187 0.097 -0.663 1.628 0.834 362T125-54 0.0566 0.346 1.18 0.723 0.378 1.445 0.048 0.373 0.705 0.332 6.57 2480 0.678 0.312 9.34 3372 0.369 0.122 -0.659 1.632 0.837 362T125-68 0.0713 0.436 1.48 0.921 0.475 1.454 0.060 0.370 0.921 0.453 8.95 3104 0.907 0.427 12.78 4703 0.738 0.155 -0.655 1.637 0.840 362T125-97 0.1017 0.621 2.11 1.343 0.675 1.471 0.082 0.363 1.343 0.675 15.24 4370 1.343 0.675 20.20 6622 2.140 0.223 -0.646 1.647 0.846 362T150-33 0.0346 0.229 0.78 0.499 0.264 1.475 0.050 0.467 0.414 0.180 3.56 1024 0.395 0.170 5.09 1039 0.091 0.123 -0.865 1.772 0.762 362T150-43 0.0451 0.298 1.02 0.650 0.343 1.476 0.064 0.465 0.574 0.255 5.04 1739 0.547 0.239 7.15 2141 0.202 0.160 -0.860 1.771 0.764 362T150-54 0.0566 0.374 1.27 0.823 0.431 1.483 0.080 0.462 0.769 0.349 6.89 2480 0.735 0.325 9.74 3372 0.400 0.201 -0.856 1.774 0.767 362T150-68 0.0713 0.471 1.60 1.050 0.542 1.492 0.099 0.459 1.034 0.480 9.49 3104 0.993 0.449 13.43 4703 0.799 0.256 -0.852 1.779 0.771 362T150-97 0.1017 0.672 2.29 1.534 0.771 1.512 0.138 0.453 1.534 0.771 15.23 4370 1.534 0.733 21.94 6622 2.315 0.37 -0.843 1.789 0.778 362T200-33 0.0346 0.264 0.90 0.619 0.328 1.532 0.110 0.645 0.464 0.190 3.76 1024 0.445 0.167 5.00 1039 0.105 0.269 -1.282 2.100 0.627 362T200-43 0.0451 0.343 1.17 0.808 0.427 1.534 0.142 0.643 0.649 0.270 5.34 1739 0.615 0.252 7.55 2141 0.233 0.349 -1.277 2.097 0.629 362T200-54 0.0566 0.431 1.47 1.024 0.536 1.541 0.177 0.640 0.879 0.372 7.35 2480 0.832 0.345 10.34 3372 0.460 0.441 -1.273 2.099 0.632 362T200-68 0.0713 0.543 1.85 1.307 0.675 1.552 0.221 0.638 1.199 0.519 10.26 3104 1.138 0.480 14.37 4703 0.919 0.562 -1.268 2.104 0.636 362T200-97 0.1017 0.773 2.63 1.917 0.963 1.575 0.308 0.631 1.915 0.867 17.14 4370 1.839 0.803 24.06 6622 2.666 0.820 -1.259 2.112 0.645 362T250-43 0.0451 0.389 1.32 0.966 0.510 1.577 0.260 0.818 0.713 0.281 5.56 1739 0.672 0.262 7.85 2141 0.263 0.640 -1.715 2.469 0.517 362T250-54 0.0566 0.487 1.66 1.224 0.641 1.585 0.324 0.816 0.971 0.389 7.69 2480 0.914 0.360 10.77 3372 0.521 0.810 -1.711 2.471 0.520 362T250-68 0.0713 0.614 2.09 1.565 0.808 1.597 0.406 0.813 1.337 0.546 10.79 3104 1.259 0.502 15.04 4703 1.040 1.035 -1.706 2.474 0.524 362T250-97 0.1017 0.875 2.98 2.300 1.155 1.621 0.570 0.807 2.180 0.928 18.34 4370 2.069 0.851 25.49 6622 3.016 1.517 -1.696 2.481 0.533 IT300-54 0.0566 0.544 1.85 1.425 0.746 1.618 0.531 0.988 1.051 0.402 7.94 2480 0.985 0.371 11.11 3372 0.581 1.336 -2.163 2.876 0.435 68 0.0713 0.685 2.33 1.823 0.941 1.631 0.665 0.985 1.456 0.566 11.19 3104 1.364 0.519 15.55 4703 1.161 1.708 -2.158 2.879 0.438 0.1017 0.977 3.32 2.682 1.348 1.657 0.937 0.979 2.409 0.972 19.21 4370 2.268 0.887 26.54 6622 3.367 2.512 -2.147 2.884 0.446 votes see page 5 Rx = Radius of gyration (x-axis) Va = Allowable shear force Ro = Polar radius of gyration about the centroidal principal axis A", ly = Moment of inertia (y-axis) J = St. Vennant torsion constant B = Beta coefficient Ix Ry = Radius of gyration (y-axis) Cw = Torsional warping constant Sx = Ma = Allowable bending moment Xo = Distance from center of gravity to shear center along x-axis