coldformed truss

DEPARTMENT OF THE ARMYU.S ARMY CORPS OF ENGINEERINGAFGHANISTAN ENGINEERING DISTRICT SOUTHPROJECT:ANCOP/PRCDAMANNASEEM SCEH. SOLTANIREVIEWED BY:APPROVED BY:DESIGNED BY:Contractor & DesignerSTATE CORPS ENGINEERINGFirst Street, Karte4, Kabul [email protected]

U.S ARMY CORPS OF ENGINEERSCONTRACT #W5J9LE-12-C-0019LOCATION: KANDAHAR, AFGHANISTANCOLD FOMRED TRUSS DATE: 13-NOV-2012General Assumption:

1.1 Scope of workThis design calculation covers the Analysis & Design of the COLD FORMED TRUSS .Note: Structural System is Intermediate Steel Moment Frame, as per ASCE 7-05, Table 12-2.1 with R=4.5. 1.2 Unite of MeasurementAll unites used in this design calculation shall be in SI and MKS systems unless specified otherwise.

1.3 Codes & StandardsThe following Codes & Standards are used as reference & guidance in design calculating.a ACI 31808 (American Concrete Institute).b IBC 2006 (International Building Code).c ASCE 705 (American Society of Civil Engineers) Minimum Design Loads For Buildings And Other Structures.d AISC 2005 (American Institute of Steel Construction).

1.4 Software & Program UsedThe Analysis & Design of the SUNSHADE STEEL STRUCTURE has been carried out with ETABS (EXTENDED THREE DIMENSIONAL ANALYSIS BUILDING SYSTEM) & SAFE (SLAB ANALYSIS BY THE FINIT ELEMENT METHOD) in accordance to relevant Codes & Standards as in Para, 1.5 Structural System Design Narrative:

The steel structural system has been analyzed and designed to support the lateral (wind or earthquake) . Vertical (gravity) loads. This structural system selected as per ASCE 05-7, Table-12.2.1, as intermediate steel moment frame with the following parameters as per SOW:

1.6 Loading:

Seismic Load:S1= 1.28Ss=0.51 Site class = D

Wind Load:

Basic wind Velocity is 135 Km/hr (85 mph) in accordance Metrological Design Data ASCE 705, Exposure Category (C).

DEAD LOADS:Please see ETABS & SAFE Steel Structure Calculation Reports for loadings. The Dead Load reactions given in Steel Structure Calculation Reports will be used for foundation designs by adapting them to Combinations of LRFD (IBC2006 Section1605).

LIVE LOADS:Please see ETABS & SAFE Steel Structure Calculation Reports for loadings. The Live Load reactions given in Steel Structure Calculation Reports will be used for foundation designs by adapting them to Combinations of LRFD (IBC2006 Section1605).

SEISMIC LOADSPlease see ETBAS & SAFE Steel Structure Calculation Reports for loadings. The Seismic Load reactions given in Steel Structure Calculation Reports will be used for foundation designs by adapting them to Combinations of (ASCE 7-05).

WIND LOADSPlease see ETABS & SAFE Steel Structure Calculation Reports for loadings. The Wind Load reactions given in Steel Structure Calculation Reports will be used for foundation designs by adapting them to Combinations of (ASCE 05-7).

2.1 Structural ConceptOutline / Sketch of the SUNSHADE STEEL STRUCTURE.

3.0 ModelingThe SUNSHADE STEEL STRUCTURE is modeled as three Dimensional space using SAP. 3.1 Design Philosophy

3.2 Basic DesignMethod of Analysis & Design is based on ACI318-08, IBC2009, ASCE 7-05 & AISC2005 Codes and Standards. The Structure is designed for all loads combination as specified in design criteria and Codes.3.3 Analysis MethodologyThe three dimensional analysis is carried out using ETABS Program. The Analysis is done for various Load combinations for the structures. Dead Loads: Additional Dead Load = 20 Kg/m2Live Loads:Live Load = 100 Kg/m2

BUILDING ANALYSIS:

The SUNSHADE STEEL STRUCTURE analyzed based on lateral and vertical loads. The steel frames (Columns & Beams) are designed by ETABS (Extended Three Dimensional Analysis of the Building System), and accordingly all reactions are exported in to SAFE(Slab Analysis by the Finite Element Method), And foundation has been designed, for more information please refer to enclosed software output data. These programs are the CSI (Computer and Structural Inc) products.

The seismic and wind loads are computed by program. The seismic load is calculated based on IBC 2006 and wind load is calculated based on ASCE 7-05. Program automatically compares seismic and wind loads and design the SUNSHADE STEEL STRUCTURE for critical condition. Concrete elements are designed based on ACI318-05 (American Concrete Institute) code. The MAT FOOTING is designed based on various types of combinations according to proposed code. The final design results are reported based on critical combination. Here the SUNSHADE STEEL STRUCTURE has been designed as bellow.

BUILDING INPUT DATA: Unit Kg-m

Table: Material Properties 03d - Cold Formed DataTable: Material Properties 03d - Cold Formed Data

MaterialFyFuSSHysType

Kgf/mm2Kgf/mm2

ColdFormed23.20131.638Kinematic

Table: Frame Section Properties 01 - General, Part 1 of 6Table: Frame Section Properties 01 - General, Part 1 of 6

SectionNameMaterialShapet3t2twRadius

mmmmmmmm

HAT FURRING CHANNELColdFormedCold Formed Hat81.00038.0001.5905.000

STUDColdFormedCold Formed C90.00028.0001.2700.000

STUD RAFTERColdFormedCold Formed C92.00038.0001.2700.000

TRACKColdFormedCold Formed C92.00039.0001.2700.000


SectionNameLipDepthAreaTorsConstI33I22AS2AS3

mmmm2mm4mm4mm4mm2mm2

HAT FURRING CHANNEL15.000271.40228.71323733.2155817.61121.2178.93

STUD15.000215.68115.96255956.0725628.62111.0764.67

STUD RAFTER0.000209.44112.60272991.8129155.97113.6193.29

TRACK0.000211.98113.97278219.0931325.17113.6195.83


SectionNameS33S22Z33Z22R33R22ConcCol

mm3mm3mm3mm3mmmm

HAT FURRING CHANNEL6005.072283.926005.072283.9234.53714.341No

STUD5687.911368.925687.911368.9234.44910.901No

STUD RAFTER5934.601008.905934.601008.9036.10311.799No

TRACK6048.241060.206048.241060.2036.22812.156No


SectionNameConcBeamColorTotalWtTotalMassFromFileAModA2Mod

KgfKgf-s2/mm

HAT FURRING CHANNELNo17699820.000.0000No1.0000001.000000

STUDNoRed331.500.0338No1.0000001.000000

STUD RAFTERNoYellow135.000.0138No1.0000001.000000

TRACKNoGreen127.780.0130No1.0000001.000000


SectionNameA3ModJModI2ModI3ModMModWModGUID

HAT FURRING CHANNEL1.0000001.0000001.0000001.0000001.0000001.000000

STUD1.0000001.0000001.0000001.0000001.0000001.000000

STUD RAFTER1.0000001.0000001.0000001.0000001.0000001.000000

TRACK1.0000001.0000001.0000001.0000001.0000001.000000


SectionNameNotes

HAT FURRING CHANNELAdded 11/11/2012 9:51:54 AM

STUDAdded 11/11/2012 10:00:12 AM

STUD RAFTERAdded 11/11/2012 10:01:08 AM

TRACKAdded 11/11/2012 9:58:07 AM

Table: Frame Section AssignmentsTable: Frame Section Assignments

FrameSectionTypeAutoSelectAnalSectDesignSectMatProp

3Cold Formed CN.A.STUDSTUDDefault








11Cold Formed CN.A.STUD RAFTERSTUD RAFTERDefault













































































































































































































































































435Cold Formed CN.A.TRACKTRACKDefault




































































Table: Load Case Definitions, Part 1 of 2Table: Load Case Definitions, Part 1 of 2

CaseTypeInitialCondModalCaseBaseCaseDesTypeOptDesignTypeDesActOpt

DEADLinStaticZeroProg DetDEADProg Det

MODALLinModalZeroProg DetOTHERProg Det

DLLinStaticZeroProg DetDEADProg Det

LIVELinStaticZeroProg DetDEADProg Det

EQXLinStaticZeroProg DetQUAKEProg Det

EQYLinStaticZeroProg DetQUAKEProg Det

WINDLinStaticZeroProg DetWINDProg Det

WIND-2LinStaticZeroProg DetOTHERProg Det











Table: Load Case Definitions, Part 2 of 2Table: Load Case Definitions, Part 2 of 2

CaseDesignActAutoTypeRunCaseCaseStatusGUIDNotes

DEADNon-CompositeNoneYesFinished

MODALOtherNoneYesFinished

DLNon-CompositeNoneYesFinished

LIVENon-CompositeNoneYesFinished

EQXShort-Term CompositeNoneYesFinished

EQYShort-Term CompositeNoneYesFinished

WINDShort-Term CompositeNoneYesFinished

WIND-2OtherNoneYesFinished











Table: Load Pattern DefinitionsTable: Load Pattern Definitions

LoadPatDesignTypeSelfWtMultAutoLoadGUIDNotes

DEADDEAD1.000000

DLDEAD0.000000

LIVEDEAD0.000000

EQXQUAKE0.000000IBC2009

EQYQUAKE0.000000IBC2009

WINDWIND0.000000ASCE7-10

Table: Auto Seismic - IBC2009, Part 1 of 4Table: Auto Seismic - IBC2009, Part 1 of 4

LoadPatDirPercentEccEccOverridePeriodCalcCtAndXUserZR

EQXX0.050000NoProg Calc0.028ft, 0.8No8.000000

EQYY0.050000NoProg Calc0.028ft, 0.8No8.000000


LoadPatOmegaCdIAccOptionSsS1TL

Sec

EQX3.0000005.5000001.000000User1.2800000.5100008.000000

EQY3.0000005.5000001.000000User1.2800000.5100008.000000


LoadPatSiteClassFaFvSDSSD1TUsedCoeffUsed

Sec

EQXD1.0000001.5000000.8533330.5100000.01900.106667

EQYD1.0000001.5000000.8533330.5100000.00930.106667


LoadPatWeightUsedBaseShear

KgfKgf

EQX973.14103.80

EQY973.14103.80

Table: Auto Wind - ASCE7-10, Part 1 of 2Table: Auto Wind - ASCE7-10, Part 1 of 2

LoadPatExposeFromAngleUserZWindSpeedExposureIKzt

Degreesmph

WINDAreas And Frames0.000No70.00C1.0000001.000000

Table: Auto Wind - ASCE7-10, Part 2 of 2Table: Auto Wind - ASCE7-10, Part 2 of 2

LoadPatGustFactorKdSolidRatioExpWidth

WIND0.8500000.8500000.200000From diaphs

BUILDING MEMBARS LABLE:

BUILDING MEMBARS SECTION:

DESIGN & ANALYSIS OUTPUT DATA: KG-M

Table: Cold Formed Design 1 - Summary Data - AISI-ASD96, Part 1 of 2Table: Cold Formed Design 1 - Summary Data - AISI-ASD96, Part 1 of 2

FrameDesignSectDesignTypeStatusRatioRatioType

54STUD RAFTERBraceNo Messages0.222427PMM





60STUDColumnNo Messages0.011323PMM








69STUDColumnNo Messages0.000000Major Shear

70STUDBraceNo Messages0.084998PMM

































































































































363STUDBeamNo Messages0.002571PMM




































399STUDBeamSee WarnMsg0.078693PMM




































435TRACKBeamNo Messages0.003245PMM


































































































































Table: Cold Formed Design 1 - Summary Data - AISI-ASD96, Part 2 of 2Table: Cold Formed Design 1 - Summary Data - AISI-ASD96, Part 2 of 2

FrameComboLocationErrMsgWarnMsg

mm

54DCLD20.00No MessagesNo Messages

























































































































































































































































































































































Table: Cold Formed Design 2 - PMM Details - AISI-ASD96, Part 1 of 9Table: Cold Formed Design 2 - PMM Details - AISI-ASD96, Part 1 of 9

FrameDesignSectDesignTypeStatusComboLocationP

mmKgf

54STUD RAFTERBraceNo MessagesDCLD20.0027.83





60STUDColumnNo MessagesDCLD3192.86-3.32








69STUDColumnNo MessagesDCLD20.00-8.464E-02

70STUDBraceNo MessagesDCLD20.00-13.91


72STUDBraceNo MessagesDCLD20.00-8.464E-02









81STUDBraceNo MessagesDCLD30.0010.57




241STUD RAFTERBraceNo MessagesDCLD21173.17-0.27



244STUD RAFTERBraceNo MessagesDCLD20.004.911E-02





























275STUD RAFTERBraceNo MessagesDCLD20.00-5.226E-02















































































360STUDBraceNo MessagesDCLD30.0015.07



363STUDBeamNo MessagesDCLD11200.000.00








371STUDBeamNo MessagesDCLD21200.00-0.91


























397STUDBeamNo MessagesDCLD31200.00-7.924E-02

398STUDBeamNo MessagesDCLD31200.00-4.716E-02

399STUDBeamSee WarnMsgDCLD31200.00-7.501E-02

400STUDBeamSee WarnMsgDCLD30.00-0.16

401STUDBeamSee WarnMsgDCLD31200.000.84

402STUDBeamSee WarnMsgDCLD30.001.36

































435TRACKBeamNo MessagesDCLD10.000.00


































































































































Table: Cold Formed Design 2 - PMM Details - AISI-ASD96, Part 2 of 9Table: Cold Formed Design 2 - PMM Details - AISI-ASD96, Part 2 of 9

FrameMMajorMMinorVMajorVMinorTorsionEquationTotalRatio

Kgf-mmKgf-mmKgfKgfKgf-mm

54-751.34696.90-1.613.792.702E-02(C5.1.1-2)0.222427

55-178.32993.260.96-4.15-8.663E-02(C5.1.1-2)0.315016

56-202.73796.05-0.983.72-1.983E-02(C5.1.1-2)0.252803

57-177.05752.880.93-3.70-1.759E-02(C5.1.1-2)0.238934

58-216.57759.71-1.033.79-2.824E-02(C5.1.1-2)0.241552

60-811.27-63.376.330.70-0.34(C5.2.1-3)0.011323

61-1877.93-53.517.690.273.092E-03(C5.2.1-3)0.021625

62-2612.77-44.807.600.15-1.903E-02(C5.2.1-3)0.028737

63-3718.32-35.938.459.163E-02-0.10(C5.2.1-3)0.039639

64-8100.76-34.0815.137.486E-02-3.461E-02(C5.2.1-3)0.084173

654611.711.45-7.562.555E-02-0.12(C5.2.1-3)0.046702

67628.95608.690.210.710.13(C5.2.1-3)0.129086

68-141.09429.29-0.682.42-5.096E-03(C5.1.1-2)0.136145

691.580.009.465E-020.000.00(C5.2.1-3)0.000000

70-171.191510.97-0.875.010.11(C5.2.1-3)0.084998

71-171.93-1477.690.864.948.004E-02(C5.2.1-3)0.079212

72-44.50162.52-0.471.720.00(C5.2.1-3)0.008359

73-811.2952.886.33-0.600.34(C5.2.1-3)0.011359

74-1877.9642.927.69-0.21-3.449E-03(C5.2.1-3)0.021572

75-2612.7536.337.60-0.121.864E-02(C5.2.1-3)0.028715

76-3718.2628.588.45-7.245E-020.10(C5.2.1-3)0.039584

77-8101.3128.9315.13-6.514E-023.432E-02(C5.2.1-3)0.083932

784611.708.75-7.56-4.393E-020.12(C5.2.1-3)0.047133

79634.79-604.370.21-0.70-0.13(C5.2.1-3)0.122200

801.580.009.465E-020.000.00(C5.2.1-3)0.000000

81-364.721516.36-1.165.020.11(C5.1.1-2)0.074729

82-180.431477.870.87-4.94-8.013E-02(C5.2.1-3)0.089105

83-44.50162.52-0.471.720.00(C5.2.1-3)0.008359

240-151.45756.59-0.913.841.638E-02(C5.1.1-2)0.241036

241-186.111075.840.95-4.29-4.466E-02(C5.2.1-3)0.342679

242-184.57748.920.95-3.66-8.188E-03(C5.2.1-3)0.239294

243-195.23749.370.96-3.70-8.802E-03(C5.2.1-3)0.239558

244-197.96745.04-1.003.74-1.764E-02(C5.1.1-2)0.238028

246850.52-7.30-6.710.150.24(C5.2.1-3)0.009707

2472008.281.72-9.00-1.155E-026.869E-03(C5.2.1-3)0.020847

2482878.82-0.18-9.161.758E-032.117E-02(C5.2.1-3)0.029313

2494155.814.686E-02-10.272.319E-047.506E-02(C5.2.1-3)0.041871

2508974.40-0.20-17.979.297E-042.985E-02(C5.2.1-3)0.088181

2515262.411.95-9.30-4.702E-03-7.632E-02(C5.2.1-3)0.053671

252-84.561279.25-0.538.70-0.11(C5.1.1-2)0.405441

253-1286.51-5.142.701.129E-029.931E-02(C5.2.1-3)0.016383

254-121.86347.89-0.642.219.620E-04(C5.1.1-2)0.111482

2551.580.009.465E-020.000.00(C5.2.1-3)0.000000

256-261.521553.69-1.005.106.392E-02(C5.2.1-3)0.080641

257-256.941520.220.99-5.03-3.946E-02(C5.2.1-3)0.078699

258-44.50162.52-0.471.720.00(C5.2.1-3)0.008359

259850.547.40-6.71-0.15-0.24(C5.2.1-3)0.009776

2602008.30-1.62-9.001.107E-02-6.586E-03(C5.2.1-3)0.020829

2612878.810.25-9.16-1.997E-03-2.085E-02(C5.2.1-3)0.029317

2624155.789.116E-03-10.27-3.783E-04-7.471E-02(C5.2.1-3)0.041869

2638974.770.23-17.97-9.924E-04-2.959E-02(C5.2.1-3)0.088190

2645262.46-1.89-9.304.593E-037.699E-02(C5.2.1-3)0.053652

265-1288.555.112.71-1.125E-02-9.974E-02(C5.2.1-3)0.016435

2661.580.009.465E-020.000.00(C5.2.1-3)0.000000

267-257.991552.88-1.005.106.460E-02(C5.2.1-3)0.079649

268-251.401519.480.99-5.03-4.019E-02(C5.2.1-3)0.078372

269-44.50162.52-0.471.720.00(C5.2.1-3)0.008359

271-145.52737.85-0.903.821.669E-02(C5.2.1-3)0.235294

272-186.171070.220.95-4.28-5.178E-02(C5.2.1-3)0.340965

273-184.55749.300.95-3.66-1.043E-02(C5.2.1-3)0.239459

274-195.48753.280.96-3.71-1.037E-02(C5.2.1-3)0.240851

275-197.62744.42-1.003.74-1.904E-02(C5.2.1-3)0.237874

277824.21-7.80-6.340.160.25(C5.2.1-3)0.009433

278-1963.791.818.65-1.219E-02-3.121E-03(C5.2.1-3)0.020318

2792819.19-0.73-8.833.445E-031.823E-02(C5.2.1-3)0.028573

2804068.25-0.38-9.911.177E-037.620E-02(C5.2.1-3)0.040710

2818811.13-0.62-17.451.744E-032.845E-02(C5.2.1-3)0.086168

282-5142.281.558.98-3.775E-038.606E-02(C5.2.1-3)0.051843

283358.901113.982.457.440.11(C5.1.1-2)0.356620

2841417.08-3.24-3.007.109E-03-9.631E-02(C5.2.1-3)0.016995

285-121.66356.42-0.642.239.094E-04(C5.1.1-2)0.114193

2861.580.009.465E-020.000.00(C5.2.1-3)0.000000

287-259.961545.47-1.005.087.094E-02(C5.2.1-3)0.079685

288-253.641513.570.99-5.02-4.762E-02(C5.2.1-3)0.078266

289-44.50162.52-0.471.720.00(C5.2.1-3)0.008359

290824.217.78-6.34-0.16-0.25(C5.2.1-3)0.009500

291-1963.79-1.798.651.209E-023.121E-03(C5.2.1-3)0.020301

2922819.190.71-8.83-3.394E-03-1.823E-02(C5.2.1-3)0.028579

2934068.250.37-9.91-1.145E-03-7.620E-02(C5.2.1-3)0.040713

2948811.130.62-17.45-1.732E-03-2.845E-02(C5.2.1-3)0.086172

295-5142.28-1.548.983.752E-03-8.606E-02(C5.2.1-3)0.051828

2961417.103.24-3.00-7.106E-039.631E-02(C5.2.1-3)0.017019

2971.580.009.465E-020.000.00(C5.2.1-3)0.000000

298-258.431545.47-1.005.087.095E-02(C5.2.1-3)0.079847

299-254.881513.570.99-5.02-4.762E-02(C5.2.1-3)0.078063

300-44.50162.52-0.471.720.00(C5.2.1-3)0.008359

302-161.74741.43-0.923.821.443E-02(C5.1.1-2)0.236409

303-185.551082.350.95-4.30-4.450E-02(C5.2.1-3)0.344752

304-183.99754.280.95-3.67-8.547E-03(C5.2.1-3)0.240940

305-194.93752.860.96-3.71-9.180E-03(C5.2.1-3)0.240621

306-198.16742.92-1.003.74-1.793E-02(C5.1.1-2)0.237349

308-850.66-8.716.710.17-0.24(C5.2.1-3)0.009765

309-2008.470.339.00-4.569E-03-4.337E-03(C5.2.1-3)0.020781

310-2878.78-1.279.155.435E-03-1.831E-02(C5.2.1-3)0.029355

311-4155.47-0.8010.272.390E-03-7.186E-02(C5.2.1-3)0.041896

312-8978.80-0.9117.992.451E-03-2.762E-02(C5.2.1-3)0.088299

313-5251.021.919.27-5.462E-038.286E-02(C5.2.1-3)0.053427

314-119.621137.79-0.827.810.41(C5.1.1-2)0.361052

315-1526.21-5.383.261.181E-020.10(C5.2.1-3)0.018998

316-122.15347.82-0.642.215.166E-04(C5.1.1-2)0.111437

3171.580.009.465E-020.000.00(C5.2.1-3)0.000000

318-255.841551.96-0.995.096.361E-02(C5.2.1-3)0.079848

319-253.091520.750.99-5.03-4.080E-02(C5.2.1-3)0.078126

320-44.50162.52-0.471.720.00(C5.2.1-3)0.008359

321-850.648.616.71-0.170.24(C5.2.1-3)0.009836

322-2008.45-0.429.005.045E-034.621E-03(C5.2.1-3)0.020782

323-2878.781.209.15-5.195E-031.863E-02(C5.2.1-3)0.029363

324-4155.490.7410.27-2.243E-037.221E-02(C5.2.1-3)0.041900

325-8978.420.8717.98-2.388E-032.788E-02(C5.2.1-3)0.088299

326-5250.97-1.979.275.573E-03-8.219E-02(C5.2.1-3)0.053413

327-1524.115.353.26-1.178E-02-0.10(C5.2.1-3)0.019009

3281.580.009.465E-020.000.00(C5.2.1-3)0.000000

329-263.691552.77-1.015.096.292E-02(C5.2.1-3)0.080350

330-255.231521.510.99-5.03-4.007E-02(C5.2.1-3)0.079071

331-44.50162.52-0.471.720.00(C5.2.1-3)0.008359

333-912.58681.16-1.793.762.600E-02(C5.1.1-2)0.218958

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coldformed truss

Documents

steel structural system

design calculating

design philosophy

design criteria

combinations of asce

wind load reactions

c asce

d wind load