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Structural Design
(http://onlinecivil.blogspot.in
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DESIGN OF RECTANGULAR BEAM (https://dl.dropboxusercontent.com/s/s6dkyn3wek7xl1c /DESIGN%20OF%20BEAM.xlsx?dl=1&
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DESIGN OF BEAM (https://dl.dropboxusercontent.com/s/bdu5i11d90mg0t1/doubly%20beam.xlsx?dl=1& token_hash=AAEuKXU1854zHW7Rs0JggOp013c1-jdtNtnVeDJanxqgJw)
DESIGN OF CIRCULAR COLUMN (https://dl.dropboxusercontent.com/s/4a2sak7hkgygh15 /DESIGN%20OF%20circularCOLUMN.xlsx?dl=1&
token_hash=AAEdWB4oe1fvp4o4RLGK1D_pn67t9ysqQLVoyW4MVCJD5A) DESIGN OF COLUMN (https://dl.dropboxusercontent.com/s/a4jle1wzv24xbfu /DESIGN%20OF%20COLUMN.xlsx?dl=1&token_hash=AAFAreATs5VlfRmjNIH1LzOoK-My997YycKodccATNAcyw)
DESIGN OF FOOTING(ISOLATED MAT) (https://dl.dropboxusercontent.com/s/h2hcc1kp3sm0mje /DESIGN%20OF%20ISOLATED%20MAT.xlsx?dl=1&
token_hash=AAEEMdVBJv0ZA0zaRSA1ffwvDM6GnrzW8CfHHjkFRV3r-Q) DESIGN OF PILE CAP (https://dl.dropboxusercontent.com/s/bew2kt7frvsbr0a /design%20of%20pile%20cap.xlsx?dl=1&
token_hash=AAF7isZDqUFttZDmLd4_QMsgp3fSP0qJA94vPz4Qd5I1RQ) DESIGN OF PILE (https://dl.dropboxusercontent.com/s/vqsnbbvnwckzoll
/DESIGN%20OF%20PILE.xlsx?dl=1&token_hash=AAG8FeB1pvsGpXD3sf0UZGgl5bi0BQZBS-xNJ27w9RxmPg)
DESING OF ONE WAY CONTINOUS SLAB (https://dl.dropboxusercontent.com/s/zscx39lohxq663x /design%20of%20one%20%20way%20slab.xlsx?dl=1&
token_hash=AAHJOJjaxc2tEgtdEDYioZ7XfbFaixZ8p24IZZfFTxILig)
DESIGN OF SUN SHADE (https://dl.dropboxusercontent.com/s/imc9fxt64od93oj
/design%20of%20sunshade.xlsx?dl=1&token_hash=AAG0ziGSJNivhL6Viyg75ARVphIAvw9Gs0BgvZKfSJzv_g) DESIGN OF TWO WAY SLAB (https://dl.dropboxusercontent.com/s/tym7em9mytsxomy
/two%20way%20slab%20design%20formula.xlsx?dl=1&
token_hash=AAHFG8Za1iqS3zAClcP9kaLNnJs0upzd5f7UMOEIyKLslQ)
DESIGN OF STAIRCASE (https://dl.dropboxusercontent.com/s/6gq2kwznc6ju7ud /design%20of%20stair%20case.xlsx?dl=1&
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Bridge Design Group
1
Bridge Concrete Girder
(http://www.engineering-international.com /Bridge-ConcreteGirder.xls)
Prestressed Concrete Girder Design for Bridge Structure Based on AASHTO 17th Edition & ACI 318-11
2
Bridge Concrete Column
(http://www.engineering-international.com /Bridge-ConcreteColumn.xls)
Bridge Column Design Based on AASHTO 17th & ACI 318-11
3 Bridge Box Section (http://www.engineering-international.com/Bridge-BoxSection.xls)
Bridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-11 4 Concrete Tunnel
(http://www.engineering-international.com/ConcreteTunnel.xls)
Concrete Tunnel Design Based on AASHTO-17th & ACI 318-11
5 Double Tee (http://www.engineering-international.com/DoubleTee.xls)
Prestressed Double Tee Design Based on AASHTO 17th Edition & ACI 318-11
6
Concrete Box Culvert
(http://www.engineering-international.com /BoxCulvert.xls)
Concrete Box Culvert Design Based on AASHTO 17th Edition & ACI 318-11
7 Steel Road Plate (http://www.engineering-international.com/SteelRoadPlate.xls)
Steel Road Plate Design Based on AASHTO 17th Edition & AISC 360-10 using Finite Element Method
8
Flange Tapered Girder
(http://www.engineering-international.com /FlangeTaperedGirder.xls)
Flange Tapered Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10)
9
Prestressed Concrete Pole/Pile (http://www.engineering-international.com /PrestressedConcreteCircularHollowSection.xls)
Prestressed Concrete Circular Hollow Pole/Pile Design Based on ACI 318-11 & AASHTO 17th
10 Falsework (http://www.engineering-international.com/Falsework.xls)
Falsework Design for Steel Girder Bridge Based on NDS 2012 & AASHTO 17th
11 Polygon Capacity (http://www.engineering-international.com/PolygonCapacity.xls)
Polygon Section Member (Tubular Steel Pole) Design Based on ASCE 48-11
(https://www.blogger.com/null)
Concrete Design Group
1 Two Way Slab
(http://www.engineering-international.com/TwoWaySlab.xls)
Two-Way Slab Design Based on ACI 318-11 using Finite Element Method 2 Voided Biaxial Slab
(http://www.engineering-international.com/VoidedBiaxialSlabs.xls)
Voided Two-Way Slab Design Based on ACI 318-11
3
Anchorage to Concrete
(http://www.engineering-international.com /AnchorageToConcrete.xls)
Base Plate and Group Anchors Design Based on ACI 318-11 & AISC 360-10
4
Anchorage to Pedestal
(http://www.engineering-international.com /AnchorageToPedestal.xls)
Anchorage to Pedestal Design Based on ACI 318-11 & AISC 360-10
5 Circular Column (http://www.engineering-international.com/CircularColumn.xls)
Circular Column Design Based on ACI 318-11
6 Concrete Column
(http://www.engineering-international.com/ConcreteColumn.xls)
Concrete Column Design Based on ACI 318-11
7
Super Composite Column
(http://www.engineering-international.com /SuperCompositeColumn.xls)
Super Composite Column Design Based on AISC 360-10 & ACI 318-11
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131
(#) (#)8
Special Shear Wall - CBC
(http://www.engineering-international.com /SpecialShearWall-CBC.xls)
Special Concrete Shear Wall Design Based on ACI 318-11 & 2013 CBC Chapter A
9 Ordinary Shear Wall (http://www.engineering-international.com/OrdinaryShearWall.xls)
Ordinary Concrete Shear Wall Design Based on ACI 318-11 10 Concrete Pool
(http://www.engineering-international.com/ConcretePool.xls)
Concrete Pool Design Based on ACI 318-11
11 Corbel (http://www.engineering-international.com/Corbel.xls)
Corbel Design Based on 2012 IBC / ACI 318-11
12 Coupling Beam
(http://www.engineering-international.com/CouplingBeam.xls)
Coupling Beam Design Based on ACI 318-11
13 Deep Beam
(http://www.engineering-international.com/DeepBeam.xls)
Deep Beam Design Based on ACI 318-11
14
Concrete Development & Splice (http://www.engineering-international.com /DevelopmentSpliceConcrete.xls)
Development & Splice of
Reinforcement Based on ACI 318-11
15
Equipment Mounting
(http://www.engineering-international.com /EquipmentMounting.xls)
Design for Equipment Anchorage Based on 2012 IBC & 2013 CBC Chapter A
16 Existing Shear Wall (http://www.engineering-international.com/ExistingShearWall.xls)
Verify Existing Concrete Shear Wall Based on ASCE 41-06 / 2013 CBC / 2012 IBC
17 Friction (http://www.engineering-international.com/Friction.xls)
Shear Friction Reinforcing Design Based on ACI 318-11
18
Pipe Concrete Column
(http://www.engineering-international.com /PipeConcreteColumn.xls)
Pipe Concrete Column Design Based on ACI 318-11
19 PT-Concrete Floor (http://www.engineering-international.com/PT-ConcreteFloor.xls)
Design of Post-Tensioned Concrete Floor Based on ACI 318-11 20 Punching
(http://www.engineering-international.com/Punching.xls)
Slab Punching Design Based on ACI 318-11
21 Concrete Slab (http://www.engineering-international.com/Slab.xls)
Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-11
22
Voided Section Capacity
(http://www.engineering-international.com /VoidedSectionCapacity.xls)
Voided Section Design Based on ACI 318-11
23 Concrete Diaphragm (http://www.engineering-international.com/DiaphragmShear.xls)
Concrete Diaphragm in-plane Shear Design Based on ACI 318-11
24 SMRF - ACI (http://www.engineering-international.com/SMRF-ACI.xls)
Seismic Design for Special Moment Resisting Frame Based on ACI 318-11
25
Special Shear Wall - IBC
(http://www.engineering-international.com /SpecialShearWall-IBC.xls)
Special Reinforced Concrete Shear Wall Design Based on ACI 318-11 & 2012 IBC
26
Suspended Anchorage
(http://www.engineering-international.com /SuspendedAnchorage.xls)
Suspended Anchorage to Concrete Based on 2012 IBC & 2013 CBC
27 Tiltup Panel (http://www.engineering-international.com/TiltupPanel.xls)
Tilt-up Panel Design based on ACI 318-11
28 Wall Pier (http://www.engineering-international.com/WallPier.xls)
Wall Pier Design Based on 2013 CBC & 2012 IBC
29 Beam Penetration (http://www.engineering-international.com/BeamPenetration.xls)
Design for Concrete Beam with Penetration Based on ACI 318-11
30
Column Supporting Discontinuous (http://www.engineering-international.com /ColumnSupportingDiscontinuous.xls)
Column Supporting Discontinuous System Based on ACI 318-11
31 Plate Shell Element (http://www.engineering-international.com/PlateShellElement.xls)
Plate/Shell Element Design Based on ACI 318-11
WELCOME TO ONLINECIVIL
WELCOME TO ONLINECIVIL
(http://onlinecivil.blogspot.in/)CHAT
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131
(#) (#)32
Transfer Diaphragm - Concrete (http://www.engineering-international.com /TransferDiaphragm-Concrete.xls)
Concrete Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity
33
Silo/Chimney/Tower Design
(http://www.engineering-international.com/Silo-Chimney-Tower.xls)
Concrete Silo / Chimney / Tower Design Based on ASCE 7-10, ACI 318-11 & ACI 313-97
34 Concrete Beam
(http://www.engineering-international.com/ConcreteBeam.xls)
Concrete Beam Design, for New or Existing, Based on ACI 318-11 (https://www.blogger.com/null)
Steel Design Group
1
Thin Composite Beam
(http://www.engineering-international.com /ThinCompositeBeam.xls)
Thin Composite Beam/Collector Design Based on AISC 360-10 & ACI 318-11
2 Angle Capacity (http://www.engineering-international.com/AngleCapacity.xls)
Angle Steel Member Capacity Based on AISC 360-10
3 HSS-WF Capacity
http://www.engineering-international.com/HSS-WF-Capacity.xls)
Tube, Pipe, or WF Member Capacity Based on AISC 360-10
4 Metal Studs (http://www.engineering-international.com/MetalStuds.xls)
Metal Member Design Based on AISI S100-07/SI-10 (2012 IBC) & ICBO ER-4943P
5 SMRF - CBC
(http://www.engineering-international.com/SMRF-CBC.xls)
Seismic Design for Special Moment Resisting Frames Based on 2013 CBC
6 SCBF-Parallel (http://www.engineering-international.com/SCBF-Parallel.xls)
Seismic Design for Special Concentrically Braced Frames Based on CBC/IBC & AISC 341-10
7 SCBF-Perpendicular
(http://www.engineering-international.com/SCBF-Perpendicular.xls)
Bracing Connection Design, with Perpendicular Gusset, Based on CBC/IBC & AISC 341-10
8
Column Above Beam
(http://www.engineering-international.com /ColumnAboveBeam.xls)
Connection Design for Column above Beam, Based on AISC Manual & AISC 360-10
9 Beam Gravity
(http://www.engineering-international.com/BeamGravity.xls)
Steel Gravity Beam Design Based on AISC Manual 14th Edition (AISC 360-10)
10
WF Beam with Torsion
(http://www.engineering-international.com /BeamWithTorsion.xls)
WF Simply Supported Beam Design with Torsional Loading Based on AISC 360-10
11
HSS (Tube, Pipe) Torsion
(http://www.engineering-international.com /HSS-Torsion.xls)
HSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-10
12 Fixed Bolted Joint (http://www.engineering-international.com/FixedBoltedJoint.xls)
Fixed Bolted Joint, with Beam Sitting on Top of Column, Based on AISC 358-10 8ES/4ES & FEMA-350 13 Brace Connection
(http://www.engineering-international.com/BraceConnection.xls)
Typical Bracing Connection Capacity Based on AISC 360-10
14 BRBF
(http://www.engineering-international.com/BRBF.xls)
Buckling-Restrained Braced Frames Based on AISC 360-10 & AISC 341-10
15 BSEP - SMF (http://www.engineering-international.com/BSEP-SMF.xls)
Bolted Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350
16
Bolted Moment Connection
(http://www.engineering-international.com /BoltedMomentConnection.xls)
Bolted Non-Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350 17 Channel Capacity
(http://www.engineering-international.com/ChannelCapacity.xls)
Channel Steel Member Capacity Based on AISC 360-10 (http://onlinecivil.blogspot.com /2014/05/free- structural-software.html) (http://onlinecivil.blogspot.com /2014/05 /building- collapse- during-construction.html) (http://onlinecivil.blogspot.com /2014/05 /american- concrete- instituteaci-concrete.html) (http://onlinecivil.blogspot.com /2014/05 /basics-of-surveying.html (http://onlinecivil.blogspot.com /2014/05 /stages- of-building-construction.html) (http://onlinecivil.blogspot.com /2014/05/smart- building-materials.html) (http://onlinecivil.blogspot.com /2014/05 /elevators-for-buildings.html) (http://onlinecivil.blogspot.com /2014/05 /differences- between- resume-and-cv.html) (http://onlinecivil.blogspot.com /2014/05 /top-real- estate- companies-in-gulf.html) thumb (http://onlinecivil.blogspot.com /2014/05/what- is-carpet- area-built- up-area-super.html) (http://onlinecivil.blogspot.com /2014/05 /ms-project- for-construction-schedulers.html) (http://onlinecivil.blogspot.com /2014/05 /top-construction- companies-in-us_8945.html) (http://onlinecivil.blogspot.com /2014/05/tallest- buildings-in-india.html) (http://onlinecivil.blogspot.com /2014/05/vastu- tips-for-house.html) (http://onlinecivil.blogspot.com /2014/05 /thermal- insulation- system-for-walls.html) (http://onlinecivil.blogspot.com /2014/05/high- rise-building- demolition- bottom-up.html) (http://onlinecivil.blogspot.com /2014/05 /plumbing-pipes.html) (http://onlinecivil.blogspot.com /2014/05 /formwork- types-(http://onlinecivil.blogspot.com /2014/05 /principles-of-plastering.html) (http://onlinecivil.blogspot.com /2014/05 /construction- real-estate-Find us on Facebook Civil Work
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131
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Composite Collector Beam
(http://www.engineering-international.com /CompositeCollectorBeam.xls)
Composite Collector Beam with Seismic Loads Based on 2013 CBC / 2012 IBC
19
Composite Floor Beam
(http://www.engineering-international.com /CompositeFloorBeam.xls)
Composite Beam Design Based on AISC Manual 9th
20
Composite Floor Beam with Cantilever (http://www.engineering-international.com /CompositeFloorBeamWithCantilever.xls)
Composite Beam Design Based on AISC 360-10 / 2012 IBC / 2013 CBC
21
Composite Floor Girder
(http://www.engineering-international.com /CompositeFloorGirder.xls)
Composite Girder Design Based on AISC 360-10 / 2012 IBC / 2013 CBC
22 Drag Connection (http://www.engineering-international.com/DragConnection.xls)
Drag Connection Based on AISC 360-10 & AISC 341-10
23
Drag Forces for Brace Frame (http://www.engineering-international.com /DragForcesforBraceFrame.xls)
Drag / Collector Forces for Brace Frame
24 EBF - CBC (http://www.engineering-international.com/EBF-CBC.xls)
Seismic Design for Eccentrically Braced Frames Based on 2013 CBC & AISC 341-10
25 EBF - IBC (http://www.engineering-international.com/EBF-IBC.xls)
Seismic Design for Eccentrically Braced Frames Based on 2012 IBC & AISC 341-10
26
Enhanced Composite Beam
(http://www.engineering-international.com /EnhancedCompositeBeam.xls)
Enhanced Composite Beam Design Based on AISC 360-10 / 2012 IBC / 2013 CBC
27
Enhanced Steel Beam
(http://www.engineering-international.com /EnhancedSteelBeam.xls)
Enhanced Steel Beam Design Based on AISC 14th (AISC 360-10)
28
Exterior Metal Stud Wall
(http://www.engineering-international.com /ExteriorMetalStudWall.xls)
Exterior Metal Stud Wall Design Based on AISI S100-07/SI-10 & ER-4943P
29 Floor Deck (http://www.engineering-international.com/FloorDeck.xls)
Depressed Floor Deck Capacity (Non-Composite)
30 Gusset Geometry
(http://www.engineering-international.com/GussetGeometry.xls) Gusset Plate Dimensions Generator
31 Metal Shear Wall (http://www.engineering-international.com/MetalShearWall.xls)
Metal Shear Wall Design Based on AISI S100-07/SI-10, ER-5762 & ER-4943P
32
Metal Shear Wall Opening
(http://www.engineering-international.com /MetalShearWallOpening.xls)
Metal Shear Wall with an Opening Based on AISI S100-07/SI-10, ER-5762 & ER-4943P 33 Metal Z Purlins
(http://www.engineering-international.com/Metal-Z-Purlins.xls)
Metal Z-Purlins Design Based on AISI S100-07/SI-10
34 OCBF - CBC (http://www.engineering-international.com/OCBF-CBC.xls)
Ordinary Concentrically Braced Frames Based on 2013 CBC & AISC 341-10
35 OCBF - IBC (http://www.engineering-international.com/OCBF-IBC.xls)
Ordinary Concentrically Braced Frames Based on 2012 IBC & AISC 341-10
36
Web-Tapered Cantilever Frame (http://www.engineering-international.com /CantileverFrame.xls)
Web-Tapered Cantilever Frame Design Based on AISC-ASD 9th, Appendix F
37 OMRF - CBC (http://www.engineering-international.com/OMRF-CBC.xls)
Intermediate/Ordinary Moment Resisting Frames Based on 2013 CBC
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131
(#) (#)39 Plate Girder (http://www.engineering-international.com/PlateGirder.xls)
Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10) 40 Rectangular Section
(http://www.engineering-international.com/RectangularSection.xls)
Rectangular Section Member Design Based on AISC 360-10
41 Roof Deck (http://www.engineering-international.com/RoofDeck.xls)
Design of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P 42 Base Plate
(http://www.engineering-international.com/BasePlate.xls)
Base Plate Design Based on AISC Manual 14th Edition (AISC 360-10)
43 SMRF - IBC (http://www.engineering-international.com/SMRF-IBC.xls)
Special Moment Resisting Frames Based on 2012 IBC, AISC 341-10 & 358-10
44 SPSW
(http://www.engineering-international.com/SPSW.xls)
Seismic Design for Special Plate Shear Wall Based on AISC 341-10 & AISC 360-10
45 Steel Column (http://www.engineering-international.com/SteelColumn.xls)
Steel Column Design Based on AISC Manual 14th Edition (AISC 360-10)
46 Steel Stair (http://www.engineering-international.com/SteelStair.xls)
Steel Stair Design Based on AISC 360-10
47 Triple W Shapes (http://www.engineering-international.com/TripleW-Shapes.xls)
Simply Supported Member of Triple W-Shapes Design Based on AISC 360-10
48 Portal Frame (http://www.engineering-international.com/PortalFrame.xls)
Portal Frame Analysis using Finite Element Method
49 Web Tapered Portal (http://www.engineering-international.com/WebTaperedPortal.xls)
Web Tapered Portal Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
50 Web Tapered Frame
(http://www.engineering-international.com/WebTaperedFrame.xls)
Web Tapered Frame Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
51 Web Tapered Girder (http://www.engineering-international.com/WebTaperedGirder.xls)
Web Tapered Girder Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
52 Weld Connection (http://www.engineering-international.com/WeldConnection.xls)
Weld Connection Design Based on AISC 360-10
53 WF Opening (http://www.engineering-international.com/WF-Opening.xls)
Check Capacity of WF Beam at Opening Based on AISC 360-10
54
Moment across Girder
(http://www.engineering-international.com /MomentAcrossGirder.xls)
Design for Fully Restrained Moment Connection across Girder Based on AISC 360-10
55 Beam Bolted Splice (http://www.engineering-international.com/BeamSplice.xls)
Beam Bolted Splice Design Based on AISC Manual 14th Edition (AISC 360-10)
56
Filled Composite Column
(http://www.engineering-international.com /FilledCompositeColumn.xls)
Filled Composite Column Design Based on AISC 360-10 & ACI 318-11
57 Cellular Beam (http://www.engineering-international.com/CellularBeam.xls)
Cellular Beam Design Based on AISC 360-10
58
Double Angle Capacity
(http://www.engineering-international.com /DoubleAngleCapacity.xls)
Double Angle Capacity Based on AISC 360-10
59 T-Shape Capacity (http://www.engineering-international.com/T-ShapeCapacity.xls)
T-Shape Member Capacity Based on AISC 360-10
60 Cantilever Column (http://www.engineering-international.com/CantileverColumn.xls)
Cantilever Column & Footing Design Based on AISC 360-10, ACI 318-11, and IBC 1807.3
61 Metal Truss (http://www.engineering-international.com/Truss-Metal.xls)
Light Gage Truss Design Based on AISI S100-07/SI-10 & ER-4943P
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131
(#) (#)62
Sleeve Joint Connection
(http://www.engineering-international.com /SleeveJointConnection.xls)
Sleeve Joint Connection Design, for Steel Cell Tower / Sign, Based on AISC 360-10
63
Moment to Column Web
(http://www.engineering-international.com /MomentToColumnWeb.xls)
Moment Connection Design for Beam to Weak Axis Column Based on AISC 360-10
64 Beam Connection
(http://www.engineering-international.com/BeamConnection.xls)
Beam Connection Design Based on AISC 360-10
65 ConXL (http://www.engineering-international.com/ConXL.xls)
Seismic Bi-axial Moment Frame Design Based on AISC 358-10 & ACI 318-11
(https://www.blogger.com/null)
Wood Design Group
1
Strong Custom Frame
(http://www.engineering-international.com /StrongCustomFrame.xls)
4E-SMF with Wood Nailer Design Based on AISC 358-10 & NDS 2012
2 Wood Pole Pile (http://www.engineering-international.com/WoodPolePile.xls)
Wood Pole or Pile Design Based on NDS 2012
3
Perforated Shear Wall
(http://www.engineering-international.com /PerforatedShearWall.xls)
Perforated Shear Wall Design Based on 2012 IBC / 2013 CBC / NDS 2012
4 Shear Wall Opening
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Wood Shear Wall with an Opening Based on 2012 IBC / 2013 CBC / NDS 2012
5 Wood Beam
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Wood Beam Design Based on NDS 2012
6 Cantilever Beam (http://www.engineering-international.com/CantileverBeam.xls)
Wood Beam Design Based on NDS 2012
7
Diaphragm-Ledger-CMU Wall (http://www.engineering-international.com /Diaphragm-Ledger-CMUWall.xls)
Connection Design for Wall & Diaphragm Based on 2012 IBC / 2013 CBC
8 Double Joist (http://www.engineering-international.com/DoubleJoist.xls)
Double Joist Design for Equipment Based on NDS 2012, ICC PFC-4354 & PFC-5803
9 Drag Forces (http://www.engineering-international.com/DragForces.xls)
Drag / Collector Force Diagram Generator
10
Equipment Anchorage
(http://www.engineering-international.com /EquipmentAnchorage.xls)
Equipment Anchorage to Wood Roof Based on NDS 2012 / 2012 IBC / 2013 CBC
11
Lag Screws Connection
(http://www.engineering-international.com /LagScrewsConnection.xls)
Lag Screw Connection Design Based on NDS 2012
12 Subdiaphragm
(http://www.engineering-international.com/Subdiaphragm.xls)
Subdiaphragm Design Based on ASCE 7-10
13 Toe Nail (http://www.engineering-international.com/ToeNail.xls)
Toe-Nail Connection Design Based on NDS 2012
14
Top Plate Connection
(http://www.engineering-international.com /TopPlateConnection.xls)
Top Plate Connection Design Based on NDS 2012
15 Wood Truss (http://www.engineering-international.com/Truss-Wood.xls)
Wood Truss Design Based on NDS 2012
16
Wood Bolt Connection
(http://www.engineering-international.com /WoodBoltConnection.xls)
Bolt Connection Design Based on NDS 2012
17 Wood Diaphragm
(http://www.engineering-international.com/WoodDiaphragm.xls)
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131
(#) (#)18 Wood Joist (http://www.engineering-international.com/WoodJoist.xls)
Wood Joist Design Based on NDS 2012 / NDS 01, ICC PFC-4354 & PFC-5803
19 Wood Shear Wall (http://www.engineering-international.com/WoodShearWall.xls)
Shear Wall Design Based on 2012 IBC / 2013 CBC / NDS 2012 20 Wood Design Tables
(http://www.engineering-international.com/WoodTables.xls)
Tables for Wood Post Design Based on NDS 2012
21
Transfer Diaphragm - Wood
(http://www.engineering-international.com /TransferDiaphragm-Wood.xls)
Wood Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity
22 Wood Column
(http://www.engineering-international.com/WoodColumn.xls)
Wood Post, Wall Stud, or King Stud Design Based on NDS 2012
23
Green Composite Wall
(http://www.engineering-international.com /GreenCompositeWall.xls)
Composite Strong Wall Design Based on ACI 318-11, AISI S100-07/SI-10 & ER-4943P
24
Bending Post at Column
(http://www.engineering-international.com /BendingPostAtColumn.xls)
Connection Design for Bending Post at Concrete Column Based on NDS 2012 & ACI 318-11
25 Curved Member
(http://www.engineering-international.com/CurvedMember.xls)
Curved Wood Member (Wood Torsion) Design Based on NDS 2012
26 Wood Member
(http://www.engineering-international.com/WoodMember.xls)
Wood Member (Beam, Column, Brace, Truss Web & Chord) Design Based on NDS 2012
(https://www.blogger.com/null)
Aluminum & Glass Design
1
Aluminum I or WF Member
(http://www.engineering-international.com /Aluminum-I-WF-Capacity.xls)
Aluminum I or WF Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
2
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(http://www.engineering-international.com /Aluminum-C-CS-Capacity.xls)
Aluminum C or CS Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
3
Aluminum RT Member
(http://www.engineering-international.com /Aluminum-RT-Capacity.xls)
Aluminum RT Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
4
Aluminum PIPE Member
(http://www.engineering-international.com /Aluminum-PIPE-Capacity.xls)
Aluminum PIPE Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
5 Structural Glass (http://www.engineering-international.com/StructuralGlass.xls)
Glass Wall/Window/Stair Design, Based on ASTM E1300, using Finite Element Method
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Lateral Analysis Group
1 Seismic vs Wind
(http://www.engineering-international.com/Seismic-vs-Wind.xls)
Three, Two, and One Story Comparison of Seismic and Wind Based on 2012 IBC / 2013 CBC
2 Wind - ASCE7-10
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3 Seismic - 2012 IBC (http://www.engineering-international.com/Seismic-2012IBC.xls)
Seismic Analysis Based on ASCE 7-10
4 Metal Pipe/Riser (http://www.engineering-international.com/PipeRiser.xls)
MCE Level Seismic Design for Metal Pipe/Riser Based on ASCE 7-10 & AISI S100
5 Rigid Diaphragm
(http://www.engineering-international.com/RigidDiaphragm.xls)
Rotation Analysis of Rigid Diaphragm Based on 2012 IBC / 2013 CBC
6 Flexible Diaphragm
(http://www.engineering-international.com/FlexibleDiaphragm.xls) Flexible Diaphragm Analysis
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131
(#) (#)7
Two Story Moment Frame
(http://www.engineering-international.com /TwoStoryMomentFrame.xls)
Two Story Moment Frame Analysis using Finite Element Method
8 X - Braced Frame
(http://www.engineering-international.com/X-BracedFrame.xls)
X-Braced Frame Analysis using Finite Element Method
9
Open Structure Wind
(http://www.engineering-international.com /OpenStructureWind.xls)
Wind Analysis for Open Structure (Solar Panels) Based on ASCE 7-10 & 05
10
Roof Screen/Equipment Wind (http://www.engineering-international.com /RoofScreenWind.xls)
Wind Load, on Roof Screen / Roof Equipment, Based on ASCE 7-10 & 05
11 Axial Roof Deck (http://www.engineering-international.com/AxialRoofDeck.xls)
Axial Capacity of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P
12
Deformation Compatibility
(http://www.engineering-international.com /DeformationCompatibility.xls)
Column Deformation Compatibility Design using Finite Element Method
13
Discontinuous Shear Wall
(http://www.engineering-international.com /DiscontinuousShearWall.xls)
Discontinuous Shear Wall Analysis Using Finite Element Method
14
Flexible Diaphragm Opening
(http://www.engineering-international.com /FlexibleDiaphragmOpening.xls)
Flexible Diaphragm with an Opening Analysis
15 Hand Rail (http://www.engineering-international.com/Handrail.xls)
Handrail Design Based on AISC 360-10 & ACI 318-11
16
Interior Wall Lateral Force
(http://www.engineering-international.com /InteriorWallLateralForce.xls)
Interior Wall Lateral Forces Based on 2012 IBC / 2013 CBC
17
Lateral Frame Formulas
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Lateral Frame Formulas
18 Live Load (http://www.engineering-international.com/LiveLoad.xls)
Live Load Reduction Based on ASCE 7-10, 2012 IBC / 2013 CBC
19
Seismic - Single Family Dwellings (http://www.engineering-international.com /Seismic-SingleFamilyDwellings.xls)
Seismic Analysis for Family Dwellings Based on 2012 IBC / 2013 CBC
20
Shade Structure Wind
(http://www.engineering-international.com /ShadeStructureWind.xls)
Wind Analysis for Shade Open Structure Based on ASCE 7-10 & 05
21 Shear Wall Forces (http://www.engineering-international.com/ShearWallForces.xls)
Shear Wall Analysis for Shear Wall with Opening Using Finite Element Method
22
Shear Wall - New Opening
(http://www.engineering-international.com /ShearWall-NewOpening.xls)
Relative Rigidity Determination for Shear Wall with New Opening
23 Shear Wall Rigidity (http://www.engineering-international.com/ShearWallRigidity.xls)
Rigidity for Shear Wall & Shear Wall with Opening Using Finite Element Method
24 Sign (http://www.engineering-international.com /Sign.xls)
Sign Design Based on AISC 360-10, ACI 318-11, and IBC 1807.3 25 Sign Wind
(http://www.engineering-international.com/SignWind.xls)
Wind Analysis for Freestanding Wall & Sign Based on ASCE 7-10 & 05
26 Snow
(http://www.engineering-international.com/Snow.xls)
Snow Load Analysis Based on ASCE 7-10, 05, & UBC
27
Wall Lateral Force - CBC
(http://www.engineering-international.com /WallLateralForce-CBC.xls)
Lateral Force for One-Story Wall Based on 2013 CBC
28
Wall Lateral Force - IBC
(http://www.engineering-international.com Lateral Force for One-Story Wall
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Lateral Loads of Storage Racks, with Hilti & Red Head Anchorage, Based on ASCE 7-10
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Wind Analysis for Alternate All-Heights Method, Based on ASCE 7-10
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Ceiling Seismic Loads
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Earthquake Response Spectrum Generator
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Stiffness Matrix Generator for Irregular Beam/Column
37 PT-Column Drift (http://www.engineering-international.com/PT-ColumnDrift.xls)
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38 Blast Mitigation (http://www.engineering-international.com/BlastMitigation.xls)
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Masonry Flush Wall Pilaster Design Based on 2013 CBC Chapter A
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Masonry Flush Wall Pilaster Design Based on TMS 402-11 / 2012 IBC
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Bearing Wall Opening
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