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B.V.Harsoda
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Location: RAJKOT,GUJARAT, INDIA

PostPosted: Wed May 04, 2011 5:47 pm    Post subject: Link For Spreadsheets Reply with quote

Foundation Design Group
For Download click on Below Titles    
1Free Standing WallFree Standing Masonry & Conctere Wall Design Based on TMS 402-08 & ACI 318-08
2Eccentric Footing
Eccentric Footing Design Based on ACI 318-08
3FlagpoleFlagpole Footing Design Based on Chapter 18 of IBC & CBC
4Masonry Retaining WallMasonry Retaining / Fence Wall Design Based on TMS 402-08 & ACI 318-08
5Concrete Retaining WallConcrete Retaining Wall Design Based on ACI 318-08
6Masonry-Concrete Retaining WallRetaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-08 & ACI 318-08
7Concrete PierConcrete Pier (Isolated Deep Foundation) Design Based on ACI 318-08
8Concrete PileDrilled Cast-in-place Pile Design Based on ACI 318-08
9Pile CapsPile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-08
10Pile Cap Balanced LoadsDetermination of Pile Cap Balanced Loads and Reactions
11Conventional Slab on GradeDesign of Conventional Slabs on Expansive & Compressible Soil Grade Based on ACI 360
12PT-Slab on GroundDesign of PT Slabs on Expansive & Compressible Soil Based on PTI 3rd Edition
13Basement Concrete WallBasement Concrete Wall Design Based on ACI 318-08
14Basement Masonry WallBasement Masonry Wall Design Based on TMS 402-08
15Basement ColumnBasement Column Supporting Lateral Resisting Frame Based on ACI 318-08
16MRF-Grade BeamGrade Beam Design for Moment Resisting Frame Based on ACI 318-05
17Brace Grade BeamGrade Beam Design for Brace Frame Based on ACI 318-08
18Grade BeamTwo Pads with Grade Beam Design Based on ACI 318-08 & AISC 360-05
19Circular FootingCircular Footing Design Based on ACI 318-08
20Combined FootingCombined Footing Design Based on ACI 318-08
21Boundary Spring GeneratorMat Boundary Spring Generator
22Deep FootingDeep Footing Design Based on ACI 318-08
23Footing at PipingDesign of Footing at Piping Based on ACI 318-08
24Irregular Footing Soil PressureSoil Pressure Determination for Irregular Footing
25PAD FootingPad Footing Design Based on ACI 318-08
26Plain Concrete FootingPlain Concrete Footing Design Based on ACI 318-08
27Restrained Retaining WallRestrained Retaining Masonry & Concrete Wall Design Based on TMS 402 & ACI 318
28Retaining Wall for DSA /OSHPDRetaining Wall Design Based on CBC 10 Chapter A
29Tank FootingTank Footing Design Based on ACI 318-08
30Temporary Footing for Rectangular TankTemporary Tank Footing Design Based on ACI 318-08
31Under Ground WellUnder Ground Well Design Based on ACI 350-06 & ACI 318-08
32Stud Bearing Wall FootingFooting Design for Stud Bearing Wall Based on IBC 09 / ACI 318-08
33Wall FootingFooting Design of Shear Wall Based on ACI 318-08
34Fixed Moment ConditionFixed Moment Condition Design Based on ACI 318-08
35Flood WayConcrete Floodway Design Based on ACI 350-06 & ACI 318-08
36Lateral Earth PressureLateral Earth Pressure of Rigid Wall Based on AASHTO 17th & 2009 IBC
37ShoringSheet Pile Wall Design Based on IBC 09 / CBC 10 / ACI 318-08
<A>


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B.V.Harsoda
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Joined: 19 Jan 2009
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Location: RAJKOT,GUJARAT, INDIA

PostPosted: Wed May 04, 2011 5:48 pm    Post subject: Reply with quote

Lateral Analysis Group
       
1Wind - ASCE7-10Wind Analysis Based on ASCE 7-2010
2Seismic - 2012IBCSeismic Analysis Based on ASCE 7-2010
3Wind - ASCE7-05Wind Analysis Based on ASCE 7-05, Including Roof Solar Panel Loads
4Wind - IR16-7Wind Analysis for Enclosed Building, Based on DSA IR 16-7 (SEAOC)
5Rigid DiaphragmRotation Analysis of Rigid Diaphragm Based on IBC 09 / CBC 10
6Flexible DiaphragmFlexible Diaphragm Analysis
7Two Story Moment FrameTwo Story Moment Frame Analysis using Finite Element Method
8X - Braced FrameX-Braced Frame Analysis using Finite Element Method
9Open Structure WindWind Analysis for Open Structure (Solar Panels) Based on ASCE 7-05
10Roof Screen WindWind Load on Roof Screen Based on IBC 09 / ASCE 7-05
11Axial Roof DeckAxial Capacity of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P
12Deformation CompatibilityColumn Deformation Compatibility Design using Finite Element Method
13Discontinuous Shear WallDiscontinuous Shear Wall Analysis Using Finite Element Method
14Flexible Diaphragm OpeningFlexible Diaphragm with an Opening Analysis
15Hand RailHandrail Design Based on AISC 360-05 & ACI 318-08
16Interior Wall Lateral ForceInterior Wall Lateral Forces Based on IBC 09 / CBC 10
17Lateral Frame FormulasLateral Frame Formulas
18Live LoadLive Load Reduction Based on IBC 09 / CBC 10
19Seismic - Single Family DwellingsSeismic Analysis for Family Dwellings Based on IBC 09 / CBC 10
20Shade Structure WindWind Analysis for Shade Open Structure Based on ASCE 7-05 / IBC 09
21Shear Wall ForcesShear Wall Analysis for Shear Wall with Opening Using Finite Element Method
22Shear Wall - New OpeningRelative Rigidity Determination for Shear Wall with New Opening
23Shear Wall RigidityRigidity for Shear Wall & Shear Wall with Opening Using Finite Element Method
24SignSign Design Based on AISC 360-05, ACI 318-08, and IBC 1807.3
25Sign WindWind Analysis for Freestanding Wall & Sign Based on ASCE 7-05
26SnowSnow Load Analysis Based on ASCE 7
27Wall Lateral Force - CBCLateral Force for One-Story Wall Based on CBC 10
28Wall Lateral Force - IBCLateral Force for One-Story Wall Based on IBC 09
29Seismic - IBC09Seismic Analysis Based on IBC 09 / CBC 10
30Wind Girt DeflectionWind Girt Deflection Analysis of Wood, Metal Stud, and/or Steel Tube
31Storage RacksLateral Loads of Storage Racks, with Hilti & Red Head Anchorage, Based on ASCE 7-05
32Wind Alternate MethodWind Analysis for Alternate All-Heights Method, Based on ASCE 7-05 / IBC 2009 / CBC 2010
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B.V.Harsoda
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Joined: 19 Jan 2009
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Location: RAJKOT,GUJARAT, INDIA

PostPosted: Wed May 04, 2011 5:49 pm    Post subject: Reply with quote

Wood Design Group
       
1Wood ColumnWood Post, Wall Stud, or King Stud Design Based on NDS 2005
2Wood BeamWood Beam Design Base on NDS 2005
3Perforated Shear WallPerforated Shear Wall Design Based on IBC 09 / CBC 10 / NDS 05
4Shear Wall OpeningWood Shear Wall with an Opening Based on  IBC 09 / CBC 10 / NDS 05
5Cantilever BeamWood Beam Design Base on NDS 2005
6Diaphragm-Ledger-CMU WallConnection Design for Wall & Diaphragm Based on IBC 09 / CBC 10
7Double JoistDouble Joist Design for Equipment Based on NDS 05, ICC PFC-4354 & PFC-5803
8Drag ForcesDrag / Collector Force Diagram Generator
9Equipment AnchorageEquipment Anchorage to Wood Roof Based on NDS 05 / IBC 09 / CBC 10
10Lag Screws ConnectionLag Screw Connection Design Based on NDS 2005
11SubdiaphragmSubdiaphragm Design Based on ASCE 7-05
12Toe NailToe-Nail Connection Design Based on NDS 2005
13Top Plate ConnectionTop Plate Connection Design Based on NDS 2005
14Wood TrussWood Truss Design Based on NDS 2005
15Wood Bolt ConnectionBolt Connection Design Based on NDS 2005
16Wood DiaphragmWood Diaphragm Design Based on NDS 2005
17Wood JoistWood Joist Design Based on NDS 05 / NDS 01, ICC PFC-4354 & PFC-5803
18Wood Shear WallShear Wall Design Based on IBC 09 / CBC 10 / NDS 05
19Wood Design TablesTables for Wood Post Design Based on NDS 2005
20Transfer Diaphragm - WoodWood Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity
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B.V.Harsoda
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Joined: 19 Jan 2009
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Location: RAJKOT,GUJARAT, INDIA

PostPosted: Wed May 04, 2011 5:50 pm    Post subject: Reply with quote

Masonry Design Group
       
1Anchorage to MasonryFastener Anchorage Design in Masonry Based on TMS 402-08 / IBC 09
2Flush Wall Pilaster - CBCMasonry Flush Wall Pilaster Design Based on CBC 10 Chapter A
3Flush Wall Pilaster - IBCMasonry Flush Wall Pilaster Design Based on TMS 402-08 / IBC 09
4Bearing Wall OpeningDesign of Masonry Bearing Wall with Opening Based on TMS 402-08
5Bending Post at Top WallDesign for Bending Post at Top of Wall, Based on TMS 402-08
6Development Splice MasonryDevelopment & Splice of Reinforcement in Masonry Based on TMS 402-08 / IBC 09
7Elevator for DSA / OSHPDElevator Masonry Wall Design Based on CBC Chapter A
8Girder at WallDesign for Girder at Masonry Wall Based on TMS 402-08
9Horizontal Bending WallMasonry Wall Design at Horizontal Bending Based on TMS 402-08
10Masonry BeamMasonry Beam Design Based on TMS 402-08
11Masonry Bearing Wall - CBCAllowable & Strength Design of Masonry Bearing Wall Based on CBC 10 Chapter A
12Masonry Bearing Wall - IBCAllowable & Strength Design of Masonry Bearing Wall Based on TMS 402-08 / IBC 09
13Masonry Column - CBCMasonry Column Design Based on CBC 10 Chapter A
14Masonry Column - IBCMasonry Column Design Based on TMS 402-08 / IBC 09
15Masonry Shear Wall - CBCMasonry Shear Wall Design Based on CBC 10 Chapter A
16Masonry Shear Wall - IBCMasonry Shear Wall Design Based on IBC 09 / TMS 402-08
17Beam to WallBeam to Wall Anchorage Design Based on TMS 402-08 / IBC 09
18Collector to WallCollector to Wall Connection Design Based on TMS 402-08 / IBC 09
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B.V.Harsoda
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PostPosted: Wed May 04, 2011 5:52 pm    Post subject: Reply with quote

Steel Design Group
       
1Column Above BeamConnection Design for Column above Beam, Based on AISC Manual & AISC 360-05
2Angle CapacityAngle Steel Member Capacity Based on AISC 360-05
3HSS-WF CapacityTube, Pipe, or WF Member Capacity Based on AISC 360-05
4Metal StudsMetal Member Design Based on AISI S100-2007 & ICBO ER-4943P
5SMRF - CBCSeismic Design for Special Moment Resisting Frames Based on CBC 10
6SCBF-ParallelSeismic Design for Special Concentrically Braced Frames Based on CBC/IBC & AISC
7SCBF-PerpendicularBracing Connection Design, with Perpendicular Gusset, Based on CBC/IBC & AISC
8Beam ConnectionBeam Connection Design Based on AISC Manual 13th Edition (AISC 360-05)
9Beam GravitySteel Gravity Beam Design Based on AISC Manual 13th Edition (AISC 360-05)
10WF Beam with TorsionWF Simply Supported Beam  Design with Torsional Loading Based on AISC 360-05
11HSS (Tube, Pipe) TorsionHSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-05
12Bolts ConnectionBolts Connection Design Based on AISC Manual 13th Edition
13Brace ConnectionTypical Bracing Connection Capacity Based on AISC 360-05
14BRBFBuckling-Restrained Braced Frames Based on AISC 360-05 & AISC 341-05
15BSEP - SMFBolted Stiffened End Plate for SMF Based on AISC 341-05, 358-05, 360-05
16Cantilever ColumnCantilever Column & Footing Design Based on AISC 360-05, ACI 318-08, and IBC 1807.3
17Channel CapacityChannel Steel Member Capacity Based on AISC 360-05
18Composite Collector BeamComposite Collector Beam with Seismic Loads Based on CBC 10 / IBC 09
19Composite Floor BeamComposite Beam Design Based on AISC Manual 9th
20Composite Floor Beam with CantileverComposite Beam Design Based on AISC 360-05 / IBC 09 / CBC 10
21Composite Floor GirderComposite Girder Design Based on AISC 360-05 / IBC 09 / CBC 10
22Drag ConnectionDrag Connection Based on AISC 360-05 & AISC 341-05
23Drag Forces for Brace FrameDrag / Collector Forces for Brace Frame
24EBF - CBCSeismic Design for Eccentrically Braced Frames Based on CBC 10 & AISC 341-05
25EBF - IBCSeismic Design for Eccentrically Braced Frames Based on IBC 09 & AISC 341-05
26Enhanced Composite BeamEnhanced Composite Beam Design Based on AISC 360-05 / IBC 09 / CBC 10
27Enhanced Steel BeamEnhanced Steel Beam Design Based on AISC 13th (AISC 360-05)
28Exterior Metal Stud WallExterior Metal Stud Wall Design Based on AISI S100-2007 & ER-4943P
29Floor DeckDepressed Floor Deck Capacity (Non-Composite)
30Gusset GeometryGusset Plate Dimensions Generator
31Metal Shear WallMetal Shear Wall Design Based on AISI S100-2007, ER-5762 & ER-4943P
32Metal Shear Wall OpeningMetal Shear Wall with an Opening Based on AISI S100-2007, ER-5762 & ER-4943P
33Metal Z PurlinsMetal Z-Purlins Design Based on AISI S100-2007
34OCBF - CBCOrdinary Concentrically Braced Frames Based on CBC 10 & AISC 341-05
35OCBF - IBCOrdinary Concentrically Braced Frames Based on IBC 09 & AISC 341-05
36Web-Tapered Cantilever FrameWeb-Tapered Cantilever Frame Design Based on AISC-ASD 9th, Appendix F
37OMRF - CBCIntermediate/Ordinary Moment Resisting Frames Based on CBC 10
38OMRF - IBCIntermediate/Ordinary Moment Resisting Frames Based on IBC 09
39Plate GirderPlate Girder Design Based on AISC Manual 13th Edition (AISC 360-05)
40Rectangular SectionRectangular Section Member Design Based on AISC 360-05
41Roof DeckDesign of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P
42Base PlateBase Plate Design Based on AISC Manual 13th Edition (AISC 360-05)
43SMRF - IBCSpecial Moment Resisting Frames Based on IBC 09, AISC 341-05 & 358-05
44SPSWSeismic Design for Special Plate Shear Wall Based on AISC 341-05 & AISC 360-05
45Steel ColumnSteel Column Design Based on AISC Manual 13th Edition (AISC 360-05)
46Steel StairSteel Stair Design Based on AISC 360-05
47Triple W ShapesSimply Supported Member of Triple W-Shapes Design Based on AISC 360-05
48Metal TrussLight Gage Truss Design Based on AISI S100-2007 & ER-4943P
49Web Tapered FrameWeb Tapered Frame Design Based on AISC-ASD 9th, Appendix F
50Web Tapered GirderWeb Tapered Girder Design Based on AISC-ASD 9th, Appendix F
51Weld ConnectionWeld Connection Design Based on AISC 360-05
52WF OpeningCheck Capacity of WF Beam at Opening Based on AISC 360-05
53Moment across GirderDesign for Fully Restrained Moment Connection across Girder Based on AISC 360-05
54Beam Bolted SpliceBeam Bolted Splice Design Based on AISC Manual 13th Edition (AISC 360-05)
55Filled Composite ColumnFilled Composite Column Design Based on AISC 360-05 & ACI 318-08
56Cellular BeamCellular Beam Design Based on AISC 360-05
57Double Angle CapacityDouble Angle Capacity Based on AISC 360-05
58T-Shape CapacityT-Shape Member Capacity Based on AISC 360-05
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B.V.Harsoda
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Joined: 19 Jan 2009
Posts: 2291
Location: RAJKOT,GUJARAT, INDIA

PostPosted: Wed May 04, 2011 5:53 pm    Post subject: Reply with quote

Aluminum Design Group
       
1Aluminum I or WF MemberAluminum I or WF Member Capacity Based on Aluminum Design Manual 2005 (AA ADM-IA)
2Aluminum C or CS MemberAluminum C or CS Member Capacity Based on Aluminum Design Manual 2005 (AA ADM-IA)
3Aluminum RT MemberAluminum RT Member Capacity Based on Aluminum Design Manual 2005 (AA ADM-IA)
4Aluminum PIPE MemberAluminum PIPE Member Capacity Based on Aluminum Design Manual 2005 (AA ADM-IA)
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B.V.Harsoda
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Joined: 19 Jan 2009
Posts: 2291
Location: RAJKOT,GUJARAT, INDIA

PostPosted: Wed May 04, 2011 5:54 pm    Post subject: Reply with quote

Bridge Design Group
       
1Bridge Concrete GirderPrestressed Concrete Girder Design for Bridge Structure Based on AASHTO 17th Edition & ACI 318-08
2Bridge Concrete ColumnBridge Column Design Based on AASHTO 17th & ACI 318-08
3Bridge Box SectionBridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-08
4Concrete TunnelConcrete Tunnel Design Based on AASHTO-17th & ACI 318-08
5Double TeePrestressed Double Tee Design Based on AASHTO 17th Edition & ACI 318-08
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B.V.Harsoda
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Joined: 19 Jan 2009
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Location: RAJKOT,GUJARAT, INDIA

PostPosted: Wed May 04, 2011 5:55 pm    Post subject: Reply with quote

Concrete Design Group
       
1Anchorage to ConcreteBase Plate and Group Anchors Design Based on ACI 318-08 & AISC 360-05
2Circular ColumnCircular Column Design Based on ACI 318-08
3Concrete ColumnConcrete Column Design Based on ACI 318-08
4Concrete BeamConcrete Beam Design, for New or Existing, Based on ACI 318-08
5Special Shear Wall - CBCSpecial Concrete Shear Wall Design Based on ACI 318-05 / CBC 07 Chapter A
6Ordinary Shear WallOrdinary Concrete Shear Wall Design Based on ACI 318-08
7Concrete PoolConcrete Pool Design Based on ACI 318-08
8CorbelCorbel Design Based on IBC 06 / ACI 318-08
9Coupling BeamCoupling Beam Design Based on ACI 318-08
10Deep BeamDeep Beam Design Based on ACI 318-08
11Concrete Development & SpliceDevelopment & Splice of Reinforcement Based on ACI 318-08
12Equipment MountingDesign for Equipment Anchorage Based on IBC 09 / CBC 10 Chapter A
13Existing Shear WallVerify Existing Concrete Shear Wall Based on ASCE 41-06 / CBC 07 / IBC 09
14FrictionShear Friction Reinforcing Design Based on ACI 318-08
15Pipe Concrete ColumnPipe Concrete Column Design Based on ACI 318-08
16PT-Concrete FloorDesign of Post-Tensioned Concrete Floor Based on ACI 318-08
17PunchingSlab Punching Design Based on ACI 318-08
18Concrete SlabConcrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-08
19Voided Section CapacityVoided Section Design Based on ACI 318-08
20Concrete DiaphragmConcrete Diaphragm in-plane Shear Design Based on ACI 318-08
21SMRF - ACISeismic Design for Special Moment Resisting Frame Based on ACI 318-08
22Special Shear Wall - IBCSpecial Reinforced Concrete Shear Wall Design Based on ACI 318-08 / IBC 09
23Suspended AnchorageSuspended Anchorage to Concrete Based on IBC 09 / CBC 10
24Tiltup PanelTilt-up Panel Design based on ACI 318-08
25Two Way SlabTwo-Way Slab Design Based on ACI 318-08 using Finite Element Method
26Voided Biaxial SlabVoided Two-Way Slab Design Based on ACI 318-08
27Wall PierWall Pier Design Based on CBC 10 / IBC 09
28Beam PenetrationDesign for Concrete Beam with Penetration Based on ACI 318-08
29Column Supporting DiscontinuousColumn Supporting Discontinuous System Based on ACI 318-08
30Anchorage to PedestalAnchorage to Pedestal Design Based on ACI 318-08 & AISC 360-05
31Plate Shell ElementPlate/Shell Element Design Based on ACI 318-08
32Transfer Diaphragm - ConcreteConcrete Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity
33Silo/Chimney/Tower DesignConcrete Silo / Chimney / Tower Design Based on ASCE 7-05, ACI 318-08 & ACI 313-97
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thirumalaichettiar
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Posts: 3459

PostPosted: Thu May 05, 2011 1:31 am    Post subject: Reply with quote

Dear Er.Harsoda,

Bravo!It is a marvelous and hard work to collect and specially post on the forum.

On behalf of sefi forum members I solute and thank you.

Hope that Admin can make this topic as sticky.

As it will be taking some time to be a sticky topic I suggest to put it in the EXPERTS DEDICATED FORUM as did for FEMA MANUALS by editing by Er.Harsoda.


T.RangaRajan.


Last edited by thirumalaichettiar on Thu May 05, 2011 7:55 am; edited 1 time in total
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bipinsh
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Posts: 65

PostPosted: Thu May 05, 2011 5:30 am    Post subject: Reply with quote

Wonderful work Indeed.
Thanks once again for your splendid work.

_________________
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Bipin
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