MS 055 South Structural Steel.pdf

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MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

Form Approved OMB No 9000-0062

Expires May 31, 2005

Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and

Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC

TO: (Contracting Officer) FROM: (Contractor) DATE

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

PREVIOUS SUBMISSION NUMBER PROJECT NUMBER

TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY

ITEM

NO.

SPECIFICATION SECTION/

PARA NO./DRAWING NO.

DESCRIPTION OF MATERIAL

(Include Type, Model Number, Catalog Number, Mfg., etc.)

AP-

PROVED

DISAP-

PROVED

SEE

REVERSE

INITIAL

BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT

THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

FOR GOVERNMENT USE ONLY

TO: (Base Civil Engineering Officer)

For Evaluation and Action RNLT ________________ OR SOONER

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (AF Contracting Office)

RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (Contractor)

APPROVED

DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST

RESUBMITTAL ON DISAPPROVED ITEMS WITHIN ____ DAYS OF DATE SHOWN BELOW.

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.

New Resubmittal

1392454892C Line

1392454892C Polygonal Line

1392454892C Polygonal Line

COMMENTS

(Number to correspond with applicable Item Number on reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract.

AF IMT 3000, 20030901, V1 (REVERSE)

1392454892C Stamp

Erection Drawings

There is 1 copy

10/22/18

003-18 - Dyess AFB Bldg 8040

FARR Builders, LLC

3401 S Gevers

San Antonio

TX

Approval

To:

Rene Garcia

Enclosed following for your:

Attention of :

Address:

Contract

Transmittal date :

DRAWING TRANSMITTAL

Revision Drawing Title

78210

Transmittal No.: 8

11/05/18

Response required by:

By

Email

Please review drawings for compliance with contract documents. Please verify or change any clouded areas. If any clouded areas are not addressed directly, they will be considered correct.

Please review promptly, as to adhere to the strict project schedule.

Drawing Date

Phone:

210-385-2080

Frame Section Gridline #1F1 10/22/18

Frame Section Gridline #2-#10F2 10/22/18

Frame Section Gridline #11F3 10/22/18

W.S. Steel Structures, L.P.

31817 Rice Road Bulverde TX 78163 Fax: 830-980-3141 Phone: 830-980-7208

#156265

TRIPLECORD, LLC

DYESS AFB - 8040 MX SHOP

RENOVATION - FRAMES REPLACING

EXISTING BUILDING AREA

Stephen Typewriter F1

Stephen Typewriter F3

DYESS AFB - 8040 MX SHOP

RENOVATION - FRAMES REPLACING

EXISTING BUILDING AREA

Stephen Typewriter F2

Stephen

DYESS AFB - 8040 MX SHOP

RENOVATION - FRAMES REPLACING

EXISTING BUILDING AREA

Stephen Typewriter F3

Stephen

Erection Drawings

There is 1 copy

10/22/18

003-18 - Dyess AFB Bldg 8040

FARR Builders, LLC

3401 S Gevers

San Antonio

TX

Approval

To:

Rene Garcia

Enclosed following for your:

Attention of :

Address:

Contract

Transmittal date :

DRAWING TRANSMITTAL

Revision Drawing Title

78210

Transmittal No.: 9

11/05/18

Response required by:

By

Email

Please review drawings for compliance with contract documents. Please verify or change any clouded areas. If any clouded areas are not addressed directly, they will be considered correct.

Please review promptly, as to adhere to the strict project schedule.

Drawing Date

Phone:

210-385-2080

Frame Calculations1-91 10/22/18

W.S. Steel Structures, L.P.

31817 Rice Road Bulverde TX 78163 Fax: 830-980-3141 Phone: 830-980-7208

BUILDING DATA

SIZE:

Width (ft) = 50 Length (ft) = 201.18 Peak Offset (ft) = 25 Back Sidewall eave height = 14.69 Front Sidewall eave heigh t = 14.69 Back Sidewall roof slope = 4.0:12

LOADS:

Dead Load (psf) = 2.000 Roof Live Load (psf) = 20.00 Frame Live Load (psf) = 12 Collat. Load (psf) = 5 Snow Load (psf) = 3.5 Wind Speed (mph) = 115 Closed/Open = Closed Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Coefficent (Ca) = 0.107

Wind and Seismic Code = IBC 15

#156265

TRIPLECORD, LLC

DYESS AFB - 8040 MX SHOP

RENOVATION - FRAMES REPLACING

EXISTING BUILDING AREA

*Dyess-bldg_8040 Rigid Frame Design Input 10/22/18 11:30am

*( 1)JOBID:

'Dyess-bldg_8040'

*( 2)FRAME DESIGN OPTIONS:

*--Frame- -------Frame_Space------- Section Sp lice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta

1 'RFE' 13.9792 13.9792 13.9792 5.0000 1 .00 'N' 0.00 'Y ' 'DA'

*( 3)OPTIMIZATION OPTIONS:

*Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Dep th_Opt- Rafter_Depth_Opt

* Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'S' 'R ' 7.50 20.00 'R ' 7.50 20.00 'R ' 7.50 60.00

*( 4)DESIGN CODE:

*Design ---Steel_Code--- ---Build--- Code Seismic

* Code Cold Hot Country Code Year Label Zone

'WS ' 'NAUS12 ' 'AISC10' ' ' 'IBC ' '15' 'IBC 15 ' 'A '

*( 5)DESIGN CONSTANTS:

* ---Strength_Factor---

* ----Stress_Ratio---- ---Seismic---

* Frame Col EP BP Wind Frame SpcEP

1.03 1.03 1.03 1.03 1.0000 1.0000 1.7000

*( 6)STEEL YIELDS:

* Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_S ec EP BP

50.0 50.0 57.0 50.0 50.0 36.0 36.0 50 .0 50.0 50.0

*( 7)DEFLECTION LIMITS:

* --Vertical-- -------Horizontal------- -Weak_Axi s-

* Live Total Total Seis Crane Floor Wind Se is

180.0 0.0 180.0 50.0 100.0 0.0 180.0 50 .0

*( 8)REPORTS:

* Input Design End Base Revise Action Sec Flan ge Segment Unbrc Floor Diag

* Echo Summary Plate Plate Input Stress Prop Brac e Displ. Len React Brace 'I' 'Y' 'Y' 'Y' 'Y' 'N' 'N' 'Y' 'N' 'N' 'N' 'N'

*( 9)SURFACE SHAPE:

* No. X_Coord Y_Coord Offset 4 0.0000 14.6875 6.125

25.0000 23.0208 8.125

50.0000 14.6875 8.125

50.0000 0.0000 6.125

*(10)MEMBER DEPTHS:

*Surf ----Depth---- No. --Interior_Depth-

* Id Start End Dep Locate Depth

1 11.450 11.450 0 2 11.450 11.450 0 3 11.450 11.450 0 4 11.450 11.450 0

*(11)MEMBER SPLICES:

*Surf

* Id No. Locate Type 1 0

2 1 0.0000 'VFE '

3 1 0.0000 '-SS '

4 1 0.0000 'VFE '

*(12)SEGMENT PLATES:

* Surf Mem ---Segment-- Member Flange - ---Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 4 1 1 1 0.0000 'W12X22 ' 4.030 0 .2600 0.4250 0.4250 2 2 2 0.0000 'W12X22 ' 4.030 0 .2600 0.4250 0.4250 3 3 3 0.0000 'W12X22 ' 4.030 0 .2600 0.4250 0.4250 4 4 4 0.0000 'W12X22 ' 4.030 0 .2600 0.4250 0.4250

*(13)INTERIOR COLUMNS:

* --------Column------- Cap Rafter Unbrac e_Length ----Column---

* No. Id Typ Rot Locate Conn Opt Major Minor Set Part

*(14)INTERIOR COLUMN PLATES:

* -Column- -----Depth---- No. Start ---Web_Dep th-- Web Flg --Thickness--

* Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg

*(15)INTERIOR COLUMN SPLICES:

* Col

* No. Id Id Locate Type

*(16)BASE & WALL OPTIONS:

*----------Base---------- Open Brace

* Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left C olumn 2 'P ' '-' 0.0000 0.0000 '-' Right C olumn

*(17)BASE DISPLACEMENT:

*Base

* Id Opt Dir Displace 0 '-' '-' 0.000

*(18)BASE SPRINGS:

* Base --Spring_Constants--

* No. Id Elev Horz Vert Rotate

*(19)WALL GIRT:

*Surf Bay No .

* Id Type Part Depth Proj Lap Id Gir t Locate Type

1 'UO' '--------' 6.000 0.000 0.0000 10 3 4.0000 'UO'

9.5833 'UO'

12.7500 'UO'

4 'UO' '--------' 6.000 0.000 0.0000 1 3 4.0000 'UO'

9.5833 'UO'

12.7500 'UO'

*(20)ROOF PURLIN:

*Surf No. Peak No. -Purlin_Set-

* Id Type Part Depth Proj Lap Purlin Space Sets Space Quan

2 'ZB' '8X25Z16 ' 8.000 0.000 1.0000 7 1.0000 3 0.7065 1

4.2500 5

3.3958 1

3 'ZB' '8X25Z16 ' 8.000 0.000 1.0000 7 1.0000 3 3.3958 1

4.2500 5

0.7065 1

*(21)FLANGE BRACE:

*Surf Locate Side

* Id No. Id Opt 1 3 1 'N' 2 'N' 3 'N' 2 7 1 'R' 2 'R' 3 'R' 4 'R' 5 'R' 6 'R' 7 'R' 3 7 1 'R' 2 'R' 3 'R' 4 'R' 5 'R' 6 'R' 7 'R' 4 3 1 'N' 2 'N' 3 'N'

*(22)EXTENSIONS:

*Surf ----Horizontal_Size---- - ----Vertical_Size----- Load

* Id No. Id Type Opt Elev Width Slope Elev Height Slope Width

1 1 2 'EE' '-' 14.6875 2.2188 4.00 0.0000 0.0000 0.00 13.9792

4 1 1 'EE' '-' 14.6875 2.2188 4.00 0.0000 0.0000 0.00 13.9792

*(23)EXTENSION LOADS:

*Ext Dead Collat Live Snow Rain ----Wind1--- - ---Wind2--- Long_Wind Facia_Wind Seis

* Id Load Load Load Load Load Left Right Left Right 1 2 Left Right Load 2 2.00 5.00 12.00 9.00 0.00 -35.54 -11.96 -3 5.54 -11.96 0.00 0.00 0.00

0.00 0.00

1 2.00 5.00 12.00 9.00 0.00 -11.96 -35.54 -1 1.96 -35.54 0.00 0.00 0.00

*(24)BASIC LOADS:

* ---Deflec tion---

* Dead Collat Live Snow Rain Basic Load_Ra tio Temperature

* Load Load Load Load Load Wind Snow Win d Seis Change

2.00 5.00 12.00 3.50 0.0 25.57 1.00 0.4 4 1.00 0.0

*(25)BASIC LOAD AT EAVE:

*Seismic Weak_Axis_L Weak_Axis_R --Torsion-- -EW_Brace--

* Load Wind Seis Wind Seis Wind Seis Wind Seis

0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

*(26)WIND COEFFICIENT:

*Surf --Wind_1--- --Wind_2--- Long_Wind Sur face

* Id Left Right Left Right 1 2 Fri ction 1 0.34 -0.59 0.70 -0.23 -0.63 -0.63 0 .00 2 -0.87 -0.65 -0.51 -0.29 -0.87 -0.55 0 .00 3 -0.65 -0.87 -0.29 -0.51 -0.55 -0.87 0 .00 4 -0.59 0.34 -0.23 0.70 -0.63 -0.63 0 .00

*(27)LONGITUDINAL BRACING LOAD:

*----Wind----- ---Seismic---

* Horz Vert Horz Vert

0.00 0.00 0.00 0.00 Left Column

0.00 0.00 0.00 0.00 Right Column

*(28)DESIGN LOADS:Strength

* --------------------Load_Coefficients- ------------------

* ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 104 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00

11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00

0.00 0.00 0.00 0.00 0 0.00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60

0.00 0.00 0.00 0.00 0 0.00 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60

0.00 0.00 0.00 0.00 0 0.00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.60 0.00 0.00 0.00 0 0.00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00

0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45

0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45

0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00

38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00

39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00

0.00 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00

0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00

0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45

0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45

0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45

0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45

0.00 0.00 0.00 0.00 0 0.00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45

0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45

0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.45 0.00 0.00 0.00 0 0.00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.45 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00

0.45 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00

65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60

66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60

0.00 0.00 0.00 0.00 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.60 0.00 0.00 0.00 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 69 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.70 0.00 0 0.00 70 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.70 0.00 0 0.00 71 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.70 0.00 0.00 0 0.00 72 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.70 0.00 0.00 0 0.00 73 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.53 0.00 0 0.00 74 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.53 0.00 0 0.00 75 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.53 0.00 0 0.00 76 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.53 0.00 0 0.00 77 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.53 0.00 0.00 0 0.00 78 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.53 0.00 0.00 0 0.00 79 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.53 0.00 0.00 0 0.00 80 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.53 0.00 0.00 0 0.00 81 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.70 0.00 0 0.00 82 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.70 0.00 0 0.00 83 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.70 0.00 0.00 0 0.00 84 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.70 0.00 0.00 0 0.00 85 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 1 1.00 86 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 1 1.00 87 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 1 0.75 88 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 1 0.75 89 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 1 0.75 90 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00

0.00 0.00 0.00 0.00 1 0.75 91 1.01 1.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.52 0.00 0.00 1 0.75

92 1.01 1.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.52 0.00 0.00 1 0.75 93 1.01 1.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.52 0.00 1 0.75 94 1.01 1.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.52 0.00 1 0.75 95 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 2 1.00 96 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 2 1.00 97 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 2 0.75 98 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 2 0.75 99 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 2 0.75 100 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00

0.00 0.00 0.00 0.00 2 0.75 101 1.01 1.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.52 0.00 0.00 2 0.75 102 1.01 1.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.52 0.00 0.00 2 0.75 103 1.01 1.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.52 0.00 2 0.75 104 1.01 1.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.52 0.00 2 0.75

*(29)DESIGN LOADS:Deflection

* --------------------Load_Coefficients- ------------------

* ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 84 105 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 106 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 107 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 108 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 109 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 110 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 111 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 112 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 113 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 114 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00

115 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

116 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 117 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 118 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 119 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 120 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 121 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 122 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 123 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 124 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 125 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 126 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 127 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 128 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00

0.00 0.00 0.00 0.00 0 0.00 129 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00

0.00 0.00 0.00 0.00 0 0.00 130 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00

0.00 0.00 0.00 0.00 0 0.00 131 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.00 0.00 0.00 0.00 0 0.00 132 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 133 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 134 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 135 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 136 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00

0.00 0.00 0.00 0.00 0 0.00 137 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75

0.00 0.00 0.00 0.00 0 0.00 138 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75

0.00 0.00 0.00 0.00 0 0.00 139 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.75 0.00 0.00 0.00 0 0.00 140 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 141 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00

142 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00

143 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 144 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 145 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 146 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 147 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 148 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 149 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 150 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00

0.00 0.00 0.00 0.00 0 0.00 151 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00

0.00 0.00 0.00 0.00 0 0.00 152 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00

0.00 0.00 0.00 0.00 0 0.00 153 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75

0.00 0.00 0.00 0.00 0 0.00 154 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75

0.00 0.00 0.00 0.00 0 0.00 155 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75

0.00 0.00 0.00 0.00 0 0.00 156 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.75

0.00 0.00 0.00 0.00 0 0.00 157 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75

0.00 0.00 0.00 0.00 0 0.00 158 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.75

0.00 0.00 0.00 0.00 0 0.00 159 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.75 0.00 0.00 0.00 0 0.00 160 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 161 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.75 0.00 0.00 0.00 0 0.00 162 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 163 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00

0.75 0.00 0.00 0.00 0 0.00 164 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 165 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 166 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 167 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 168 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00

169 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00

170 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00

0.00 0.00 0.00 0.00 0 0.00 171 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.00 0.00 0.00 0.00 0 0.00 172 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 173 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.70 0.00 0 0.00 174 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.70 0.00 0 0.00 175 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.70 0.00 0.00 0 0.00 176 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.70 0.00 0.00 0 0.00 177 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.53 0.00 0 0.00 178 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.53 0.00 0 0.00 179 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.53 0.00 0 0.00 180 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.53 0.00 0 0.00 181 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.53 0.00 0.00 0 0.00 182 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.53 0.00 0.00 0 0.00 183 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.53 0.00 0.00 0 0.00 184 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.53 0.00 0.00 0 0.00 185 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.70 0.00 0 0.00 186 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 -0.70 0.00 0 0.00 187 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.70 0.00 0.00 0 0.00 188 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -0.70 0.00 0.00 0 0.00

*(30)DESIGN LOADS:Special

* --------------------Load _Coefficients------------------- *Load ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Use Code Dead Coll Roof Floor S now Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff

8 189 'EP' '---------' 1.01 1.01 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 2.10 0.00 0 0.00

190 'EP' '---------' 1.01 1.01 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 -2.10 0.00 0 0.00

191 'EP' '---------' 1.01 1.01 0.75 0.00 0 .00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 1.58 0.00 0 0.00

192 'EP' '---------' 1.01 1.01 0.75 0.00 0 .00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 -1.58 0.00 0 0.00

193 'EP' '---------' 1.01 1.01 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 1.58 0.00 0 0.00

194 'EP' '---------' 1.01 1.01 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 -1.58 0.00 0 0.00

195 'EP' '---------' 0.59 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 2.10 0.00 0 0.00

196 'EP' '---------' 0.59 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 -2.10 0.00 0 0.00

*(31)AUXILIARY LOAD:

* Aux No._Add Add_Comb *No. Id Name Loads Id Coeff

2 1 'F1UNB_SL_L' 3 1 0.30

2 1.00 3 2.53

2 'F1UNB_SL_R' 3 2 0.30

1 1.00 4 2.53

*(32)ADDITIONAL LOADS:

* Add Loc Basic Load Fx Fy Mom Dx Dy ..

Conc *No. Id Id Load Type W1 W2 Dl2 Dl1 ..

Dist

4 1 3 'U_SNOW ' 'D ' -0.044 -0.0 44 -0.33 0.0000 26.3523

2 2 'U_SNOW ' 'D ' -0.044 -0.0 44 0.33 0.0000 26.3523

3 2 'U_SNOW ' 'D ' -0.044 -0.0 44 0.33 21.5244 26.3523

4 3 'U_SNOW ' 'D ' -0.044 -0.0 44 -0.33 0.0000 4.8279

*(33)FLOOR BEAMS:

* Bay Con_Type Con_Loc - -Properties--

* Id No. Id Height Lt Rt Lt Rt A rea Ixx 1 0

*(34)DIAGONAL BRACING:

*Bay

* Id No. Id Level Opt Area 1 0

*(35)CRANE BRACKET:

*Crane Span Crane Crane ----Beam---- ----Offs et---- -----Bracket------ Col_Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load

*(36)FRAME OPTIONS/FRAME LINES:

*Moment Frame Frame No.

*Frame Option Option_Id Line Frame_Line_ Id

'OMF' '-' ' ' 1 1

*(37)DESIGN PLATES:

* ----Plate--- --Plate_Size- Bolt Bolt - ---Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage R ow Space Row Space Gage2

*(38)SPECIAL FAB DATA

* Piece *No. Id Key

*(39)ENDWALL COLUMNS:

*Wall Expand_EW Max_Deflect

* Id Use Offset No. Locate Offset Option Down Up 1 'Y ' 17.375 2 16.5208 7.890 'C' 0.000 0.000

29.0208 7.890 'C' 0.000 0.000 3 'Y ' 8.000 0

*(40)JACK BEAMS:

* S pring_Constant *No. Id Offset Height Length Part Horz Vert

*(41)LINER:

*---Wall_Height---

* F_SW B_SW Roof

0.0000 0.0000 'N'

*(42)STEPPED LOAD COEFFICIENTS:

* Basic Loc No. ----Step_1--- ----Step_ 2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef

4 'WINDL1 ' 2 2 25.0000 1.000 26.3523 0 .744

'WINDR1 ' 3 2 1.3523 0.744 26.3523 1 .000

'WINDL2 ' 2 2 25.0000 1.000 26.3523 0 .564

'WINDR2 ' 3 2 1.3523 0.564 26.3523 1 .000

*(43)ADDITIONAL COLUMNS:

*No. Id Type Rot Opt Part Elev

*(44)DESIGN CODE OPTIONS:

*No. Event Condition

*AUXILIARY LOAD DESCRIPTIONS:

* Aux

* Id Description

* 1 Unbalanced snow load left

* 2 Unbalanced snow load right

*ADDITIONAL LOAD DESCRIPTIONS:

* Add

* Id Description

* 1 Unbalanced load surface 3

* 2 Unbalanced load surface 2

* 3 Unbalanced load surface 2

* 4 Unbalanced load surface 3

* Code files used:

* IBC.15N

* RF_IBC.15N Version 4.0 *DS_RFDEP.Siz *Surface Span --Required- -----------Selected-- --------

* Id Id Type Span Type Span #Depth #Splice

* 1 1 WR 14.7 No record selected

* 2 1 CR 25.0 CR 25.0 0 0

* 3 1 CR 25.0 CR 25.0 0 0

* 4 1 WR 14.7 No record selected Dyess-bldg_8040 Frame 1 - Design Code 10/22/18 11:59am

STRUCTURAL CODE:

Design Basis : WS - Working Stress Hot Rolled Steel : AISC10 Cold Formed Steel : NAUS12

BUILDING CODE:

Wind Code : IBC 15 Seismic Zone : A

MODULUS OF ELASTICITY

Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi )

Dyess-bldg_8040 Frame 1 - Base Plates and Anc hor Bolt 10/22/18 11:59am

DESIGN CONSTANTS:

Base Plate Yield = 50.00 (ksi ) Concrete Bearing = 1.05 (ksi ) Bolt Shear Stress = 13.50 (ksi ) Bolt Tension Stress = 22.50 (ksi )

BASE PLATE & BOLT SIZE:

---Column_Base(in)--- --Plate_Size(in)-- --Bolts (A307 )- -Shear(k )- Id Typ Depth Elev Width Length Thick Row D ia Gage Limit UC Left P 12.3 0.0 5.0 12.75 0.250 2 0.7 50 3.00 23.9 0.12 Right P 12.3 0.0 5.0 12.75 0.250 2 0.7 50 3.00 23.9 0.12

BASE REACTIONS:

Max_Tension+Shear Max_Shear+Tension Column -Max_Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) Left 1 8.2 61 -4.3 2.2 1 3.0 61 2.2 -4.3 Right 2 8.2 62 -4.3 2.2 1 3.0 62 2.2 -4.3

WELDS:

Outside_Flange_To_Base Inside_Flange_To_ Base -----Web_To_Base----- Base Shear(k/in ) Shear(k /in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc L imit Size Typ Calc Limit Left 0.188 F1 0.53 2.78 0.188 F2 0.27 2.78 0.188 F2 0.13 2.78 Right 0.188 F1 0.53 2.78 0.188 F2 0.27 2.78 0.188 F2 0.13 2.78

LOAD COMBINATIONS:

1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 61 - 0.6Dead+0.6Wind_Left1 62 - 0.6Dead+0.6Wind_Right1

Dyess-bldg_8040 Frame 1 - Bolted-End-Plates 10/22/18 11:59am

DESIGN CONSTANTS:

Splice Yield = 50.00 (ksi ) Bolt Type = A325 Snug-Tightened Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi )

PLATE SIZE:

Splice Member Web Splice(in) ------------- ----Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage G age2 RowT SpaceT RowB SpaceB RowI

1 VFE 1- 2 11.45 8.0 1.000 1.000 4.00 4.00 1 3.50 2 4.00 0

2 -SS 2- 3 12.07 6.0 0.375 0.625 4.00 4.00 2 4.00 2 4.00 0

3 VFE 3- 4 11.45 8.0 1.000 1.000 4.00 4.00 1 3.50 2 4.00 0

PLATE DESIGN:

-------Max_Moment------ -------Max_Sh ear------ Splice Ten Load Axial Shear Moment Load Axial Sh ear Moment Req Req Bolt

Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) ( k ) (f-k ) Thick Dia UC 1 VFE Top 1 3.0 7.0 41.1 1 3.0 7.0 41.1 0.828 0.818 0.67 Bot 61 -1.4 -3.7 -22.8 61 -1.4 - 3.7 -22.8 0.978 0.397 0.16 2 -SS Top 61 -2.8 0.0 4.4 65 -3.3 0.7 1.4 0.121 0.184 0.09 Bot 1 3.0 -0.1 -20.4 25 -3.1 0.7 0.0 0.261 0.399 0.41 3 VFE Top 2 3.0 -7.0 41.1 2 3.0 - 7.0 41.1 0.828 0.818 0.67 Bot 62 -1.4 3.7 -22.8 62 -1.4 3.7 -22.8 0.978 0.397 0.16

WELDS:

Outside_Flange_To_Bep Inside_Flange_To_ Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k /in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc L imit Size Typ Calc Limit 1 L 0.438 F1 6.36 6.49 0.188 F2 2.28 2.78 0.188 F2 0.31 2.78 1 R 0.313 G1 8.41 9.38 0.188 F2 2.33 2.78 0.188 F2 0.31 2.78 2 L 0.188 F2 0.42 2.78 0.188 F2 1.95 2.78 0.188 F2 0.03 2.78 2 R 0.188 F2 0.42 2.78 0.188 F2 1.95 2.78 0.188 F2 0.03 2.78 3 L 0.313 G1 8.41 9.38 0.188 F2 2.33 2.78 0.188 F2 0.31 2.78 3 R 0.438 F1 6.36 6.49 0.188 F2 2.28 2.78 0.188 F2 0.31 2.78

1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 25 - Dead+0.6Wind_Long1 61 - 0.6Dead+0.6Wind_Left1 62 - 0.6Dead+0.6Wind_Right1 65 - 0.6Dead+0.6Wind_Long1

Dyess-bldg_8040 Frame 1 - Bearing Stiffeners 10/22/18 11:59am

Stiffener Yield = 50.0 (ksi )

STIFFENER SIZE:

----Stiffener--- --Web(in)-- ----Stiffener_Size (in)--- Location Offset Depth Thick Width Thick Leng th No.

Lt Col 0.0 11.45 0.260 4.00 0.250 11. 45 1 Rt Col 50.0 11.45 0.260 4.00 0.250 11. 45 1

STIFFENER DESIGN:

----Tension(k )--- --Compression(k )- Max Location Load Calc Limit Load Calc Limit UC Lt Col 61 19.5 59.9 1 35.2 110.5 0.33 Rt Col 62 19.5 59.9 2 35.2 110.5 0.33

WELDS:

---Stiff_To_Flg/EP--- -----S tiff_To_Web---- Stiffener Shear(k/in ) Shear(k/in ) Location Size Typ Calc Limit Size Typ Calc Limit Lt Col 0.313 F2 1.22 4.64 0.188 F2 0.77 2.78 Rt Col 0.313 F2 1.22 4.64 0.188 F2 0.77 2.78

1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 61 - 0.6Dead+0.6Wind_Left1 62 - 0.6Dead+0.6Wind_Right1

Dyess-bldg_8040 Frame 1 - Flange Braces 10/22/18 11:59am

DESIGN CONSTANTS:

Flange Brace Yield = 50.00 ksi Girt/Purlin Yield = 57.00 ksi Flange Brace Bolt = A325 (0 Washers) Bolt Shear Stress = 27.00 ksi

Flange Brace Force Inside flange, max of bending compression

LAYOUT:

Surf Seg Web Brace Angle Des ign -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Len gth Frame Purlin Clip Frame Purlin Ref 2 2 1 FB2X14G 2 11.45 28.00 65.2 28 .64 0.500 0.500 Clip Web 7 1 FB2X14G 2 11.45 28.00 65.2 28 .64 0.500 0.500 Clip Web 3 1 1 FB2X14G 3 11.45 28.00 65.2 28 .64 0.500 0.500 Clip Web 6 1 FB2X14G 3 11.45 28.00 65.2 28 .64 0.500 0.500 Clip Web

DESIGN:

Surf Load Force -Brace_UC- ---Connection _UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip 2 2 1 0.37 0.21 0.15 0.15 0.22 7 62 0.09 0.05 0.04 0.04 0.05 3 1 61 0.09 0.05 0.04 0.04 0.05 6 2 0.37 0.21 0.15 0.15 0.22

1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 61 - 0.6Dead+0.6Wind_Left1 62 - 0.6Dead+0.6Wind_Right1

Dyess-bldg_8040 Frame 1 - Special Segments 10/22/18 11:59am

WEB PLATE:

Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note Lt Col 1 5.0 41.1 40.6 0.260 53.5 0.260 53.5 0.76 AISC G3-1 Rt Col 2 5.0 41.1 40.6 0.260 53.5 0.260 53.5 0.76 AISC G3-1

REQUIRED WEB DESIGN:

Locate h av Kv Cv Lt Col 11.45 10.16 11.35 1.00 Rt Col 11.45 10.16 11.35 1.00

LOAD COMBINATIONS:

1 - Dead+Collateral+Live 2 - Dead+Collateral+Live

Dyess-bldg_8040 Frame 1 - Design Summary 10/22/18 11:59am

FRAME:

Id = 1 Type = RF Line Id = 1 Load Width= 13.98 UC Limit= 1.03 KL/R Limit= 200.00

MEMBERS:

-----Max_Axial+Moment---- Srf Mem Seg --Flange- Web_Depth -Plate_Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max

Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R 1 1 1 14.1 4.0 11.4 11.4 0.260 0.425 0.425 1 1 0.05 4 1 0.53 4 1

1.00 79 2 2 2 25.1 4.0 11.4 11.4 0.260 0.425 0.425 5 1 0.09 5 1 0.55 6 1

0.73 60 3 3 3 25.1 4.0 11.4 11.4 0.260 0.425 0.425 16 2 0.09 16 2 0.55 15 2

0.73 60 4 4 4 14.1 4.0 11.4 11.4 0.260 0.425 0.425 17 2 0.05 17 2 0.53 17 2

1.00 79

HOT ROLLED MEMBERS:

Surf Member Member Id Id Part 1 1 W12X22 2 2 W12X22 3 3 W12X22 4 4 W12X22

LOAD COMBINATIONS:

#- Controlling Load Combination In Design Sum mary

1#- Dead+Collateral+Live 2#- Dead+Collateral+Live 3 - Dead+Collateral 4 - Dead+Collateral 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 7 - Dead+Collateral+Snow+Snow_Drift 8 - Dead+Collateral+Snow+Snow_Drift 9 - Dead+Collateral+Snow+Slide_Snow 10 - Dead+Collateral+Snow+Slide_Snow 11 - Dead 12 - Dead 13 - Dead+Collateral+0.75Live 14 - Dead+Collateral+0.75Live 15 - Dead+Collateral+0.75Snow 16 - Dead+Collateral+0.75Snow 17 - Dead+Collateral+0.75Snow+0.75Snow_Drift 18 - Dead+Collateral+0.75Snow+0.75Snow_Drift 19 - Dead+Collateral+0.75Snow+0.75Slide_Snow 20 - Dead+Collateral+0.75Snow+0.75Slide_Snow 21 - Dead+0.6Wind_Left1 22 - Dead+0.6Wind_Right1 23 - Dead+0.6Wind_Left2 24 - Dead+0.6Wind_Right2 25 - Dead+0.6Wind_Long1

26 - Dead-0.6Wind_Long1 27 - Dead+0.6Wind_Long2 28 - Dead-0.6Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Left1 30 - Dead+Collateral+0.75Live+0.45Wind_Right1 31 - Dead+Collateral+0.75Live+0.45Wind_Left2 32 - Dead+Collateral+0.75Live+0.45Wind_Right2 33 - Dead+Collateral+0.75Live+0.45Wind_Long1 34 - Dead+Collateral+0.75Live-0.45Wind_Long1 35 - Dead+Collateral+0.75Live+0.45Wind_Long2 36 - Dead+Collateral+0.75Live-0.45Wind_Long2 37 - Dead+Collateral+0.75Snow+0.45Wind_Left1 38 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0. 75Snow_Drift 39 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0. 75Slide_Snow 40 - Dead+Collateral+0.75Snow+0.45Wind_Right1 41 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0 .75Snow_Drift 42 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0 .75Slide_Snow 43 - Dead+Collateral+0.75Snow+0.45Wind_Left2 44 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0. 75Snow_Drift 45 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0. 75Slide_Snow 46 - Dead+Collateral+0.75Snow+0.45Wind_Right2 47 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0 .75Snow_Drift 48 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0 .75Slide_Snow 49 - Dead+Collateral+0.75Snow+0.45Wind_Long1 50 - Dead+Collateral+0.75Snow-0.45Wind_Long1 51 - Dead+Collateral+0.75Snow+0.45Wind_Long1+0. 75Snow_Drift 52 - Dead+Collateral+0.75Snow-0.45Wind_Long1+0. 75Snow_Drift 53 - Dead+Collateral+0.75Snow+0.45Wind_Long1+0. 75Slide_Snow 54 - Dead+Collateral+0.75Snow-0.45Wind_Long1+0. 75Slide_Snow 55 - Dead+Collateral+0.75Snow+0.45Wind_Long2 56 - Dead+Collateral+0.75Snow-0.45Wind_Long2 57 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0. 75Snow_Drift 58 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0. 75Snow_Drift 59 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0. 75Slide_Snow 60 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0. 75Slide_Snow 61 - 0.6Dead+0.6Wind_Left1 62 - 0.6Dead+0.6Wind_Right1 63 - 0.6Dead+0.6Wind_Left2 64 - 0.6Dead+0.6Wind_Right2 65 - 0.6Dead+0.6Wind_Long1 66 - 0.6Dead-0.6Wind_Long1 67 - 0.6Dead+0.6Wind_Long2 68 - 0.6Dead-0.6Wind_Long2 69 - 1.01Dead+1.01Collateral+0.7Seismic 70 - 1.01Dead+1.01Collateral-0.7Seismic 71 - 1.01Dead+1.01Collateral+0.7Seismic_Long 72 - 1.01Dead+1.01Collateral-0.7Seismic_Long 73 - 1.01Dead+1.01Collateral+0.75Live+0.53Seism ic 74 - 1.01Dead+1.01Collateral+0.75Live-0.53Seism ic 75 - 1.01Dead+1.01Collateral+0.53Seismic 76 - 1.01Dead+1.01Collateral-0.53Seismic 77 - 1.01Dead+1.01Collateral+0.75Live+0.53Seism ic_Long 78 - 1.01Dead+1.01Collateral+0.75Live-0.53Seism ic_Long 79 - 1.01Dead+1.01Collateral+0.53Seismic_Long

80 - 1.01Dead+1.01Collateral-0.53Seismic_Long 81 - 0.59Dead+0.7Seismic 82 - 0.59Dead-0.7Seismic 83 - 0.59Dead+0.7Seismic_Long 84 - 0.59Dead-0.7Seismic_Long 85 - Dead+Collateral+F1UNB_SL_L 86 - Dead+Collateral+F1UNB_SL_L 87 - Dead+Collateral+0.75F1UNB_SL_L 88 - Dead+Collateral+0.75F1UNB_SL_L 89 - Dead+Collateral+0.45Wind_Left1+0.75F1UNB_S L_L 90 - Dead+Collateral+0.45Wind_Right1+0.75F1UNB_ SL_L 91 - 1.01Dead+1.01Collateral+0.52Seismic_Long+0 .75F1UNB_SL_L 92 - 1.01Dead+1.01Collateral-0.52Seismic_Long+0 .75F1UNB_SL_L 93 - 1.01Dead+1.01Collateral+0.52Seismic+0.75F1 UNB_SL_L 94 - 1.01Dead+1.01Collateral-0.52Seismic+0.75F1 UNB_SL_L 95 - Dead+Collateral+F1UNB_SL_R 96 - Dead+Collateral+F1UNB_SL_R 97 - Dead+Collateral+0.75F1UNB_SL_R 98 - Dead+Collateral+0.75F1UNB_SL_R 99 - Dead+Collateral+0.45Wind_Left1+0.75F1UNB_S L_R 100 - Dead+Collateral+0.45Wind_Right1+0.75F1UNB_ SL_R 101 - 1.01Dead+1.01Collateral+0.52Seismic_Long+0 .75F1UNB_SL_R 102 - 1.01Dead+1.01Collateral-0.52Seismic_Long+0 .75F1UNB_SL_R 103 - 1.01Dead+1.01Collateral+0.52Seismic+0.75F1 UNB_SL_R 104 - 1.01Dead+1.01Collateral-0.52Seismic+0.75F1 UNB_SL_R 105 - Dead+Collateral+Live 106 - Dead+Collateral+Live 107 - Dead+Collateral 108 - Dead+Collateral 109 - Dead+Collateral+Snow 110 - Dead+Collateral+Snow 111 - Dead+Collateral+Snow+Snow_Drift 112 - Dead+Collateral+Snow+Snow_Drift 113 - Dead+Collateral+Snow+Slide_Snow 114 - Dead+Collateral+Snow+Slide_Snow 115 - Dead 116 - Dead 117 - Dead+Collateral+0.75Live 118 - Dead+Collateral+0.75Live 119 - Dead+Collateral+0.75Snow 120 - Dead+Collateral+0.75Snow 121 - Dead+Collateral+0.75Snow+0.75Snow_Drift 122 - Dead+Collateral+0.75Snow+0.75Snow_Drift 123 - Dead+Collateral+0.75Snow+0.75Slide_Snow 124 - Dead+Collateral+0.75Snow+0.75Slide_Snow 125 - Dead+0.44Wind_Left1 126 - Dead+0.44Wind_Right1 127 - Dead+0.44Wind_Left2 128 - Dead+0.44Wind_Right2 129 - Dead+0.44Wind_Long1 130 - Dead-0.44Wind_Long1 131 - Dead+0.44Wind_Long2 132 - Dead-0.44Wind_Long2 133 - Dead+Collateral+0.75Live+0.33Wind_Left1

134 - Dead+Collateral+0.75Live+0.33Wind_Right1 135 - Dead+Collateral+0.75Live+0.33Wind_Left2 136 - Dead+Collateral+0.75Live+0.33Wind_Right2 137 - Dead+Collateral+0.75Live+0.33Wind_Long1 138 - Dead+Collateral+0.75Live-0.33Wind_Long1 139 - Dead+Collateral+0.75Live+0.33Wind_Long2 140 - Dead+Collateral+0.75Live-0.33Wind_Long2 141 - Dead+Collateral+0.75Snow+0.33Wind_Left1 142 - Dead+Collateral+0.75Snow+0.33Wind_Left1+0. 75Snow_Drift 143 - Dead+Collateral+0.75Snow+0.33Wind_Left1+0. 75Slide_Snow 144 - Dead+Collateral+0.75Snow+0.33Wind_Right1 145 - Dead+Collateral+0.75Snow+0.33Wind_Right1+0 .75Snow_Drift 146 - Dead+Collateral+0.75Snow+0.33Wind_Right1+0 .75Slide_Snow 147 - Dead+Collateral+0.75Snow+0.33Wind_Left2 148 - Dead+Collateral+0.75Snow+0.33Wind_Left2+0. 75Snow_Drift 149 - Dead+Collateral+0.75Snow+0.33Wind_Left2+0. 75Slide_Snow 150 - Dead+Collateral+0.75Snow+0.33Wind_Right2 151 - Dead+Collateral+0.75Snow+0.33Wind_Right2+0 .75Snow_Drift 152 - Dead+Collateral+0.75Snow+0.33Wind_Right2+0 .75Slide_Snow 153 - Dead+Collateral+0.75Snow+0.33Wind_Long1 154 - Dead+Collateral+0.75Snow-0.33Wind_Long1 155 - Dead+Collateral+0.75Snow+0.33Wind_Long1+0. 75Snow_Drift 156 - Dead+Collateral+0.75Snow-0.33Wind_Long1+0. 75Snow_Drift 157 - Dead+Collateral+0.75Snow+0.33Wind_Long1+0. 75Slide_Snow 158 - Dead+Collateral+0.75Snow-0.33Wind_Long1+0. 75Slide_Snow 159 - Dead+Collateral+0.75Snow+0.33Wind_Long2 160 - Dead+Collateral+0.75Snow-0.33Wind_Long2 161 - Dead+Collateral+0.75Snow+0.33Wind_Long2+0. 75Snow_Drift 162 - Dead+Collateral+0.75Snow-0.33Wind_Long2+0. 75Snow_Drift 163 - Dead+Collateral+0.75Snow+0.33Wind_Long2+0. 75Slide_Snow 164 - Dead+Collateral+0.75Snow-0.33Wind_Long2+0. 75Slide_Snow 165 - 0.6Dead+0.44Wind_Left1 166 - 0.6Dead+0.44Wind_Right1 167 - 0.6Dead+0.44Wind_Left2 168 - 0.6Dead+0.44Wind_Right2 169 - 0.6Dead+0.44Wind_Long1 170 - 0.6Dead-0.44Wind_Long1 171 - 0.6Dead+0.44Wind_Long2 172 - 0.6Dead-0.44Wind_Long2 173 - 1.01Dead+1.01Collateral+0.7Seismic 174 - 1.01Dead+1.01Collateral-0.7Seismic 175 - 1.01Dead+1.01Collateral+0.7Seismic_Long 176 - 1.01Dead+1.01Collateral-0.7Seismic_Long 177 - 1.01Dead+1.01Collateral+0.75Live+0.53Seism ic 178 - 1.01Dead+1.01Collateral+0.75Live-0.53Seism ic 179 - 1.01Dead+1.01Collateral+0.53Seismic 180 - 1.01Dead+1.01Collateral-0.53Seismic 181 - 1.01Dead+1.01Collateral+0.75Live+0.53Seism ic_Long 182 - 1.01Dead+1.01Collateral+0.75Live-0.53Seism ic_Long 183 - 1.01Dead+1.01Collateral+0.53Seismic_Long 184 - 1.01Dead+1.01Collateral-0.53Seismic_Long 185 - 0.59Dead+0.7Seismic 186 - 0.59Dead-0.7Seismic 187 - 0.59Dead+0.7Seismic_Long

188 - 0.59Dead-0.7Seismic_Long 189 - 1.01Dead+1.01Collateral+2.1Seismic 190 - 1.01Dead+1.01Collateral-2.1Seismic 191 - 1.01Dead+1.01Collateral+0.75Live+1.58Seism ic 192 - 1.01Dead+1.01Collateral+0.75Live-1.58Seism ic 193 - 1.01Dead+1.01Collateral+1.58Seismic 194 - 1.01Dead+1.01Collateral-1.58Seismic 195 - 0.59Dead+2.1Seismic 196 - 0.59Dead-2.1Seismic

PLATE LIMITS:

-----Web---- -----Flange---- Web_Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Area Id Calc Limit Calc Limit Thick Min Calc Limit 1 44.0 260.0 4.7 0.425 1.7 10.0 2 44.0 260.0 4.7 0.425 1.7 10.0 3 44.0 260.0 4.7 0.425 1.7 10.0 4 44.0 260.0 4.7 0.425 1.7 10.0

FRAME AREA:

Frame Area= 80.17 Building Area= 942.71 Ratio= 0.09

WEIGHTS:

Member 1 2 3 4 Weight (lb) 310 542 542 310

Total Weight (lb) Frame = 1704 Splice Plate = 160 Base Plate = 9

REACTIONS: (Sidewall Columns)

Load ----------Left_Column---------- ------- ---Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) 1 2.96 8.24 0.00 0.00 -2.96 8.21 0.00 0.00 2 2.96 8.21 0.00 0.00 -2.96 8.24 0.00 0.00 3 1.27 3.67 0.00 0.00 -1.27 3.65 0.00 0.00 4 1.27 3.65 0.00 0.00 -1.27 3.67 0.00 0.00

5 1.75 5.17 0.00 0.00 -1.75 5.15 0.00 0.00 6 1.75 5.15 0.00 0.00 -1.75 5.17 0.00 0.00 7 1.75 5.17 0.00 0.00 -1.75 5.15 0.00 0.00 8 1.75 5.15 0.00 0.00 -1.75 5.17 0.00 0.00 9 1.75 5.17 0.00 0.00 -1.75 5.15 0.00 0.00 10 1.75 5.15 0.00 0.00 -1.75 5.17 0.00 0.00 11 0.53 1.66 0.00 0.00 -0.53 1.65 0.00 0.00 12 0.53 1.65 0.00 0.00 -0.53 1.66 0.00 0.00 13 2.54 7.10 0.00 0.00 -2.54 7.07 0.00 0.00 14 2.54 7.07 0.00 0.00 -2.54 7.10 0.00 0.00 15 1.63 4.79 0.00 0.00 -1.63 4.78 0.00 0.00 16 1.63 4.78 0.00 0.00 -1.63 4.79 0.00 0.00 17 1.63 4.79 0.00 0.00 -1.63 4.78 0.00 0.00 18 1.63 4.78 0.00 0.00 -1.63 4.79 0.00 0.00 19 1.63 4.79 0.00 0.00 -1.63 4.78 0.00 0.00 20 1.63 4.78 0.00 0.00 -1.63 4.79 0.00 0.00 21 -1.96 -3.63 0.00 0.00 -0.45 -2.04 0.00 0.00 22 0.45 -2.04 0.00 0.00 1.96 -3.63 0.00 0.00 23 -1.85 -1.70 0.00 0.00 -0.56 -0.10 0.00 0.00 24 0.56 -0.10 0.00 0.00 1.85 -1.70 0.00 0.00 25 0.45 -2.38 0.00 0.00 0.12 -1.92 0.00 0.00 26 0.45 -2.38 0.00 0.00 0.12 -1.92 0.00 0.00 27 -0.12 -1.92 0.00 0.00 -0.45 -2.38 0.00 0.00 28 -0.12 -1.92 0.00 0.00 -0.45 -2.38 0.00 0.00 29 0.69 3.11 0.00 0.00 -2.50 4.33 0.00 0.00 30 2.50 4.33 0.00 0.00 -0.69 3.11 0.00 0.00 31 0.77 4.55 0.00 0.00 -2.58 5.78 0.00 0.00 32 2.58 5.78 0.00 0.00 -0.77 4.55 0.00 0.00 33 2.50 4.07 0.00 0.00 -2.07 4.39 0.00 0.00 34 2.50 4.07 0.00 0.00 -2.07 4.39 0.00 0.00 35 2.07 4.39 0.00 0.00 -2.50 4.07 0.00 0.00 36 2.07 4.39 0.00 0.00 -2.50 4.07 0.00 0.00 37 -0.22 0.81 0.00 0.00 -1.58 2.03 0.00 0.00 38 -0.22 0.81 0.00 0.00 -1.58 2.03 0.00 0.00 39 -0.22 0.81 0.00 0.00 -1.58 2.03 0.00 0.00 40 1.58 2.03 0.00 0.00 0.22 0.81 0.00 0.00 41 1.58 2.03 0.00 0.00 0.22 0.81 0.00 0.00 42 1.58 2.03 0.00 0.00 0.22 0.81 0.00 0.00 43 -0.15…

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