Structural Design

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Spreadsheets for RC Design






Bridge Design Group

1Bridge Concrete GirderPrestressed Concrete Girder Design for Bridge Structure Based on AASHTO 17th Edition & ACI 318-11
2Bridge Concrete ColumnBridge Column Design Based on AASHTO 17th & ACI 318-11
3Bridge Box SectionBridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-11
4Concrete TunnelConcrete Tunnel Design Based on AASHTO-17th & ACI 318-11
5Double TeePrestressed Double Tee Design Based on AASHTO 17th Edition & ACI 318-11
6Concrete Box CulvertConcrete Box Culvert Design Based on AASHTO 17th Edition & ACI 318-11
7Steel Road PlateSteel Road Plate Design Based on AASHTO 17th Edition & AISC 360-10 using Finite Element Method
8Flange Tapered GirderFlange Tapered Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10)
9Prestressed Concrete Pole/PilePrestressed Concrete Circular Hollow Pole/Pile Design Based on ACI 318-11 & AASHTO 17th
10FalseworkFalsework Design for Steel Girder Bridge Based on NDS 2012 & AASHTO 17th
11Polygon CapacityPolygon Section Member (Tubular Steel Pole) Design Based on ASCE 48-11

Concrete Design Group

1Two Way SlabTwo-Way Slab Design Based on ACI 318-11 using Finite Element Method
2Voided Biaxial SlabVoided Two-Way Slab Design Based on ACI 318-11
3Anchorage to ConcreteBase Plate and Group Anchors Design Based on ACI 318-11 & AISC 360-10
4Anchorage to PedestalAnchorage to Pedestal Design Based on ACI 318-11 & AISC 360-10
5Circular ColumnCircular Column Design Based on ACI 318-11
6Concrete ColumnConcrete Column Design Based on ACI 318-11
7Super Composite ColumnSuper Composite Column Design Based on AISC 360-10 & ACI 318-11
8Special Shear Wall - CBCSpecial Concrete Shear Wall Design Based on ACI 318-11 & 2013 CBC Chapter A
9Ordinary Shear WallOrdinary Concrete Shear Wall Design Based on ACI 318-11
10Concrete PoolConcrete Pool Design Based on ACI 318-11
11CorbelCorbel Design Based on 2012 IBC / ACI 318-11
12Coupling BeamCoupling Beam Design Based on ACI 318-11
13Deep BeamDeep Beam Design Based on ACI 318-11
14Concrete Development & SpliceDevelopment & Splice of Reinforcement Based on ACI 318-11
15Equipment MountingDesign for Equipment Anchorage Based on 2012 IBC & 2013 CBC Chapter A
16Existing Shear WallVerify Existing Concrete Shear Wall Based on ASCE 41-06 / 2013 CBC / 2012 IBC
17FrictionShear Friction Reinforcing Design Based on ACI 318-11
18Pipe Concrete ColumnPipe Concrete Column Design Based on ACI 318-11
19PT-Concrete FloorDesign of Post-Tensioned Concrete Floor Based on ACI 318-11
20PunchingSlab Punching Design Based on ACI 318-11
21Concrete SlabConcrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-11
22Voided Section CapacityVoided Section Design Based on ACI 318-11
23Concrete DiaphragmConcrete Diaphragm in-plane Shear Design Based on ACI 318-11
24SMRF - ACISeismic Design for Special Moment Resisting Frame Based on ACI 318-11
25Special Shear Wall - IBCSpecial Reinforced Concrete Shear Wall Design Based on ACI 318-11 & 2012 IBC
26Suspended AnchorageSuspended Anchorage to Concrete Based on 2012 IBC & 2013 CBC
27Tiltup PanelTilt-up Panel Design based on ACI 318-11
28Wall PierWall Pier Design Based on 2013 CBC & 2012 IBC
29Beam PenetrationDesign for Concrete Beam with Penetration Based on ACI 318-11
30Column Supporting DiscontinuousColumn Supporting Discontinuous System Based on ACI 318-11
31Plate Shell ElementPlate/Shell Element Design Based on ACI 318-11
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 7-10, ACI 318-11 & ACI 313-97
34Concrete BeamConcrete Beam Design, for New or Existing, Based on ACI 318-11

Steel Design Group

1Thin Composite BeamThin Composite Beam/Collector Design Based on AISC 360-10 & ACI 318-11
2Angle CapacityAngle Steel Member Capacity Based on AISC 360-10
3HSS-WF CapacityTube, Pipe, or WF Member Capacity Based on AISC 360-10
4Metal StudsMetal Member Design Based on AISI S100-07/SI-10 (2012 IBC) & ICBO ER-4943P
5SMRF - CBCSeismic Design for Special Moment Resisting Frames Based on 2013 CBC
6SCBF-ParallelSeismic Design for Special Concentrically Braced Frames Based on CBC/IBC & AISC 341-10
7SCBF-PerpendicularBracing Connection Design, with Perpendicular Gusset, Based on CBC/IBC & AISC 341-10
8Column Above BeamConnection Design for Column above Beam, Based on AISC Manual & AISC 360-10
9Beam GravitySteel Gravity Beam Design Based on AISC Manual 14th Edition (AISC 360-10)
10WF Beam with TorsionWF Simply Supported Beam Design with Torsional Loading Based on AISC 360-10
11HSS (Tube, Pipe) TorsionHSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-10
12Fixed Bolted JointFixed Bolted Joint, with Beam Sitting on Top of Column, Based on AISC 358-10 8ES/4ES & FEMA-350
13Brace ConnectionTypical Bracing Connection Capacity Based on AISC 360-10
14BRBFBuckling-Restrained Braced Frames Based on AISC 360-10 & AISC 341-10
15BSEP - SMFBolted Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350
16Bolted Moment ConnectionBolted Non-Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350
17Channel CapacityChannel Steel Member Capacity Based on AISC 360-10
18Composite Collector BeamComposite Collector Beam with Seismic Loads Based on 2013 CBC / 2012 IBC
19Composite Floor BeamComposite Beam Design Based on AISC Manual 9th
20Composite Floor Beam with CantileverComposite Beam Design Based on AISC 360-10 / 2012 IBC / 2013 CBC
21Composite Floor GirderComposite Girder Design Based on AISC 360-10 / 2012 IBC / 2013 CBC
22Drag ConnectionDrag Connection Based on AISC 360-10 & AISC 341-10
23Drag Forces for Brace FrameDrag / Collector Forces for Brace Frame
24EBF - CBCSeismic Design for Eccentrically Braced Frames Based on 2013 CBC & AISC 341-10
25EBF - IBCSeismic Design for Eccentrically Braced Frames Based on 2012 IBC & AISC 341-10
26Enhanced Composite BeamEnhanced Composite Beam Design Based on AISC 360-10 / 2012 IBC / 2013 CBC
27Enhanced Steel BeamEnhanced Steel Beam Design Based on AISC 14th (AISC 360-10)
28Exterior Metal Stud WallExterior Metal Stud Wall Design Based on AISI S100-07/SI-10 & ER-4943P
29Floor DeckDepressed Floor Deck Capacity (Non-Composite)
30Gusset GeometryGusset Plate Dimensions Generator
31Metal Shear WallMetal Shear Wall Design Based on AISI S100-07/SI-10, ER-5762 & ER-4943P
32Metal Shear Wall OpeningMetal Shear Wall with an Opening Based on AISI S100-07/SI-10, ER-5762 & ER-4943P
33Metal Z PurlinsMetal Z-Purlins Design Based on AISI S100-07/SI-10
34OCBF - CBCOrdinary Concentrically Braced Frames Based on 2013 CBC & AISC 341-10
35OCBF - IBCOrdinary Concentrically Braced Frames Based on 2012 IBC & AISC 341-10
36Web-Tapered Cantilever FrameWeb-Tapered Cantilever Frame Design Based on AISC-ASD 9th, Appendix F
37OMRF - CBCIntermediate/Ordinary Moment Resisting Frames Based on 2013 CBC
38OMRF - IBCIntermediate/Ordinary Moment Resisting Frames Based on 2012 IBC
39Plate GirderPlate Girder Design Based on AISC Manual 14th Edition (AISC 360-10)
40Rectangular SectionRectangular Section Member Design Based on AISC 360-10
41Roof DeckDesign of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P
42Base PlateBase Plate Design Based on AISC Manual 14th Edition (AISC 360-10)
43SMRF - IBCSpecial Moment Resisting Frames Based on 2012 IBC, AISC 341-10 & 358-10
44SPSWSeismic Design for Special Plate Shear Wall Based on AISC 341-10 & AISC 360-10
45Steel ColumnSteel Column Design Based on AISC Manual 14th Edition (AISC 360-10)
46Steel StairSteel Stair Design Based on AISC 360-10
47Triple W ShapesSimply Supported Member of Triple W-Shapes Design Based on AISC 360-10
48Portal FramePortal Frame Analysis using Finite Element Method
49Web Tapered PortalWeb Tapered Portal Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
50Web Tapered FrameWeb Tapered Frame Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
51Web Tapered GirderWeb Tapered Girder Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
52Weld ConnectionWeld Connection Design Based on AISC 360-10
53WF OpeningCheck Capacity of WF Beam at Opening Based on AISC 360-10
54Moment across GirderDesign for Fully Restrained Moment Connection across Girder Based on AISC 360-10
55Beam Bolted SpliceBeam Bolted Splice Design Based on AISC Manual 14th Edition (AISC 360-10)
56Filled Composite ColumnFilled Composite Column Design Based on AISC 360-10 & ACI 318-11
57Cellular BeamCellular Beam Design Based on AISC 360-10
58Double Angle CapacityDouble Angle Capacity Based on AISC 360-10
59T-Shape CapacityT-Shape Member Capacity Based on AISC 360-10
60Cantilever ColumnCantilever Column & Footing Design Based on AISC 360-10, ACI 318-11, and IBC 1807.3
61Metal TrussLight Gage Truss Design Based on AISI S100-07/SI-10 & ER-4943P
62Sleeve Joint ConnectionSleeve Joint Connection Design, for Steel Cell Tower / Sign, Based on AISC 360-10
63Moment to Column WebMoment Connection Design for Beam to Weak Axis Column Based on AISC 360-10
64Beam ConnectionBeam Connection Design Based on AISC 360-10
65ConXLSeismic Bi-axial Moment Frame Design Based on AISC 358-10 & ACI 318-11

Wood Design Group

1Strong Custom Frame4E-SMF with Wood Nailer Design Based on AISC 358-10 & NDS 2012
2Wood Pole PileWood Pole or Pile Design Based on NDS 2012
3Perforated Shear WallPerforated Shear Wall Design Based on 2012 IBC / 2013 CBC / NDS 2012
4Shear Wall OpeningWood Shear Wall with an Opening Based on 2012 IBC / 2013 CBC / NDS 2012
5Wood BeamWood Beam Design Based on NDS 2012
6Cantilever BeamWood Beam Design Based on NDS 2012
7Diaphragm-Ledger-CMU WallConnection Design for Wall & Diaphragm Based on 2012 IBC / 2013 CBC
8Double JoistDouble Joist Design for Equipment Based on NDS 2012, ICC PFC-4354 & PFC-5803
9Drag ForcesDrag / Collector Force Diagram Generator
10Equipment AnchorageEquipment Anchorage to Wood Roof Based on NDS 2012 / 2012 IBC / 2013 CBC
11Lag Screws ConnectionLag Screw Connection Design Based on NDS 2012
12SubdiaphragmSubdiaphragm Design Based on ASCE 7-10
13Toe NailToe-Nail Connection Design Based on NDS 2012
14Top Plate ConnectionTop Plate Connection Design Based on NDS 2012
15Wood TrussWood Truss Design Based on NDS 2012
16Wood Bolt ConnectionBolt Connection Design Based on NDS 2012
17Wood DiaphragmWood Diaphragm Design Based on NDS 2012
18Wood JoistWood Joist Design Based on NDS 2012 / NDS 01, ICC PFC-4354 & PFC-5803
19Wood Shear WallShear Wall Design Based on 2012 IBC / 2013 CBC / NDS 2012
20Wood Design TablesTables for Wood Post Design Based on NDS 2012
21Transfer Diaphragm - WoodWood Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity
22Wood ColumnWood Post, Wall Stud, or King Stud Design Based on NDS 2012
23Green Composite WallComposite Strong Wall Design Based on ACI 318-11, AISI S100-07/SI-10 & ER-4943P
24Bending Post at ColumnConnection Design for Bending Post at Concrete Column Based on NDS 2012 & ACI 318-11
25Curved MemberCurved Wood Member (Wood Torsion) Design Based on NDS 2012
26Wood MemberWood Member (Beam, Column, Brace, Truss Web & Chord) Design Based on NDS 2012

Aluminum & Glass Design

1Aluminum I or WF MemberAluminum I or WF Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
2Aluminum C or CS MemberAluminum C or CS Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
3Aluminum RT MemberAluminum RT Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
4Aluminum PIPE MemberAluminum PIPE Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
5Structural GlassGlass Wall/Window/Stair Design, Based on ASTM E1300, using Finite Element Method

Lateral Analysis Group

1Seismic vs WindThree, Two, and One Story Comparison of Seismic and Wind Based on 2012 IBC / 2013 CBC
2Wind - ASCE7-10Wind Analysis Based on ASCE 7-10
3Seismic - 2012 IBCSeismic Analysis Based on ASCE 7-10
4Metal Pipe/RiserMCE Level Seismic Design for Metal Pipe/Riser Based on ASCE 7-10 & AISI S100
5Rigid DiaphragmRotation Analysis of Rigid Diaphragm Based on 2012 IBC / 2013 CBC
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 7-10 & 05
10Roof Screen/Equipment WindWind Load, on Roof Screen / Roof Equipment, Based on ASCE 7-10 & 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 360-10 & ACI 318-11
16Interior Wall Lateral ForceInterior Wall Lateral Forces Based on 2012 IBC / 2013 CBC
17Lateral Frame FormulasLateral Frame Formulas
18Live LoadLive Load Reduction Based on ASCE 7-10, 2012 IBC / 2013 CBC
19Seismic - Single Family DwellingsSeismic Analysis for Family Dwellings Based on 2012 IBC / 2013 CBC
20Shade Structure WindWind Analysis for Shade Open Structure Based on ASCE 7-10 & 05
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 360-10, ACI 318-11, and IBC 1807.3
25Sign WindWind Analysis for Freestanding Wall & Sign Based on ASCE 7-10 & 05
26SnowSnow Load Analysis Based on ASCE 7-10, 05, & UBC
27Wall Lateral Force - CBCLateral Force for One-Story Wall Based on 2013 CBC
28Wall Lateral Force - IBCLateral Force for One-Story Wall Based on 2012 IBC
29Seismic - 2009 IBCSeismic Analysis Based on 2009 IBC / 2010 CBC
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 7-10
32Wind Alternate MethodWind Analysis for Alternate All-Heights Method, Based on ASCE 7-10
33Ceiling Seismic LoadsSuspended Ceiling Seismic Loads Based on ASCE 7-10
34Response Spectrum GeneratorEarthquake Response Spectrum Generator
35Tornado and HurricaneWind Analysis for Tornado and Hurricane Based on 2012 IBC Section 423 & FEMA 361/320
36Stiffness Matrix GeneratorStiffness Matrix Generator for Irregular Beam/Column
37PT-Column DriftLateral Drift Mitigation for Cantilever Column using Post-Tensioning
38Blast MitigationBlast/Explosion Deformation Mitigation for Gravity Column using Post-Tensioning
39Wind - SEAOC-PV2Wind Design for Low-Profile Solar Photovoltaic Arrays on Flat Roof, Based on SEAOC PV2-2012
40Wind - ASCE7-05Wind Analysis Based on ASCE 7-05, Including Roof Solar Panel Loads
41Self-Centering FrameSelf-Centering Lateral Frame Design Based on ASCE 7-10, AISC 360-10 & ACI 318-11

Masonry Design Group

1Masonry Shear Wall - CBCMasonry Shear Wall Design Based on 2013 CBC Chapter A (both ASD and SD)
2Masonry Shear Wall - IBCMasonry Shear Wall Design Based on TMS 402-11 / 2012 IBC (both ASD and SD)
3Anchorage to MasonryFastener Anchorage Design in Masonry Based on TMS 402-11 / 2012 IBC
4Flush Wall Pilaster - CBCMasonry Flush Wall Pilaster Design Based on 2013 CBC Chapter A
5Flush Wall Pilaster - IBCMasonry Flush Wall Pilaster Design Based on TMS 402-11 / 2012 IBC
6Bearing Wall OpeningDesign of Masonry Bearing Wall with Opening Based on TMS 402-11
7Bending Post at Top WallDesign for Bending Post at Top of Wall, Based on TMS 402-11
8Development Splice MasonryDevelopment & Splice of Reinforcement in Masonry Based on TMS 402-11 / 2012 IBC & 2013 CBC
9Elevator for DSA / OSHPDElevator Masonry Wall Design Based on 2013 CBC Chapter A & 2012 IBC
10Girder at WallDesign for Girder at Masonry Wall Based on TMS 402-11
11Horizontal Bending WallMasonry Wall Design at Horizontal Bending Based on TMS 402-11
12Masonry BeamMasonry Beam Design Based on TMS 402-11
13Masonry Bearing Wall - CBCAllowable & Strength Design of Masonry Bearing Wall Based on 2013 CBC Chapter A
14Masonry Bearing Wall - IBCAllowable & Strength Design of Masonry Bearing Wall Based on TMS 402-11 / 2012 IBC
15Masonry Column - CBCMasonry Column Design Based on 2013 CBC Chapter A
16Masonry Column - IBCMasonry Column Design Based on TMS 402-11 / 2012 IBC
17Beam to WallBeam to Wall Anchorage Design Based on TMS 402-11 / 2012 IBC
18Collector to WallCollector to Wall Connection Design Based on TMS 402-11 / 2012 IBC
19Hybrid Masonry WallHybrid Masonry Wall Design Based on TMS 402-11

Foundation Design Group

1Free Standing WallFree Standing Masonry & Conctere Wall Design Based on TMS 402-11 & ACI 318-11
2Eccentric FootingEccentric Footing Design Based on ACI 318-11
3FlagpoleFlagpole Footing Design Based on 2012 IBC Chapter 18
4Masonry Retaining WallMasonry Retaining / Fence Wall Design Based on TMS 402-11 & ACI 318-11
5Concrete Retaining WallConcrete Retaining Wall Design Based on ACI 318-11
6Masonry-Concrete Retaining WallRetaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-11 & ACI 318-11
7Concrete PierConcrete Pier (Isolated Deep Foundation) Design Based on ACI 318-11
8Concrete PileDrilled Cast-in-place Pile Design Based on ACI 318-11
9Pile CapsPile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-11
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 318-11
14Basement Masonry WallBasement Masonry Wall Design Based on TMS 402-11
15Basement ColumnBasement Column Supporting Lateral Resisting Frame Based on ACI 318-11
16MRF-Grade BeamGrade Beam Design for Moment Resisting Frame Based on ACI 318-11
17Brace Grade BeamGrade Beam Design for Brace Frame Based on ACI 318-11
18Grade BeamTwo Pads with Grade Beam Design Based on ACI 318-11 & AISC 360-10
19Circular FootingCircular Footing Design Based on ACI 318-11
20Combined FootingCombined Footing Design Based on ACI 318-11
21Boundary Spring GeneratorMat Boundary Spring Generator
22Deep FootingDeep Footing Design Based on ACI 318-11
23Footing at PipingDesign of Footing at Piping Based on ACI 318-11
24Irregular Footing Soil PressureSoil Pressure Determination for Irregular Footing
25PAD FootingPad Footing Design Based on ACI 318-11
26Plain Concrete FootingPlain Concrete Footing Design Based on ACI 318-11
27Restrained Retaining WallRestrained Retaining Masonry & Concrete Wall Design Based on TMS 402 & ACI 318
28Retaining Wall for DSA /OSHPDRetaining Wall Design Based on 2013 CBC Chapter A
29Tank FootingTank Footing Design Based on ACI 318-11
30Temporary Footing for Rectangular TankTemporary Tank Footing Design Based on ACI 318-11
31Under Ground WellUnder Ground Well Design Based on ACI 350-06 & ACI 318-11
32Stud Bearing Wall FootingFooting Design for Stud Bearing Wall Based on 2012 IBC / ACI 318-11
33Wall FootingFooting Design of Shear Wall Based on ACI 318-11
34Fixed Moment ConditionFixed Moment Condition Design Based on ACI 318-11
35Flood WayConcrete Floodway Design Based on ACI 350-06 & ACI 318-11
36Lateral Earth PressureLateral Earth Pressure of Rigid Wall Based on AASHTO 17th & 2012 IBC
37ShoringSheet Pile Wall Design Based on 2012 IBC / 2013 CBC / ACI 318-11
38Composite Element DurabilityComposite Element Design Based on AISC 360-10 & ACI 318-11
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