Structural Design
Spreadsheets for RC Design
Bridge Design Group | ||
1 | Bridge Concrete Girder | Prestressed Concrete Girder Design for Bridge Structure Based on AASHTO 17th Edition & ACI 318-11 |
2 | Bridge Concrete Column | Bridge Column Design Based on AASHTO 17th & ACI 318-11 |
3 | Bridge Box Section | Bridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-11 |
4 | Concrete Tunnel | Concrete Tunnel Design Based on AASHTO-17th & ACI 318-11 |
5 | Double Tee | Prestressed Double Tee Design Based on AASHTO 17th Edition & ACI 318-11 |
6 | Concrete Box Culvert | Concrete Box Culvert Design Based on AASHTO 17th Edition & ACI 318-11 |
7 | Steel Road Plate | Steel Road Plate Design Based on AASHTO 17th Edition & AISC 360-10 using Finite Element Method |
8 | Flange Tapered Girder | Flange Tapered Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10) |
9 | Prestressed Concrete Pole/Pile | Prestressed Concrete Circular Hollow Pole/Pile Design Based on ACI 318-11 & AASHTO 17th |
10 | Falsework | Falsework Design for Steel Girder Bridge Based on NDS 2012 & AASHTO 17th |
11 | Polygon Capacity | Polygon Section Member (Tubular Steel Pole) Design Based on ASCE 48-11 |
Concrete Design Group | ||
1 | Two Way Slab | Two-Way Slab Design Based on ACI 318-11 using Finite Element Method |
2 | Voided Biaxial Slab | Voided Two-Way Slab Design Based on ACI 318-11 |
3 | Anchorage to Concrete | Base Plate and Group Anchors Design Based on ACI 318-11 & AISC 360-10 |
4 | Anchorage to Pedestal | Anchorage to Pedestal Design Based on ACI 318-11 & AISC 360-10 |
5 | Circular Column | Circular Column Design Based on ACI 318-11 |
6 | Concrete Column | Concrete Column Design Based on ACI 318-11 |
7 | Super Composite Column | Super Composite Column Design Based on AISC 360-10 & ACI 318-11 |
8 | Special Shear Wall - CBC | Special Concrete Shear Wall Design Based on ACI 318-11 & 2013 CBC Chapter A |
9 | Ordinary Shear Wall | Ordinary Concrete Shear Wall Design Based on ACI 318-11 |
10 | Concrete Pool | Concrete Pool Design Based on ACI 318-11 |
11 | Corbel | Corbel Design Based on 2012 IBC / ACI 318-11 |
12 | Coupling Beam | Coupling Beam Design Based on ACI 318-11 |
13 | Deep Beam | Deep Beam Design Based on ACI 318-11 |
14 | Concrete Development & Splice | Development & Splice of Reinforcement Based on ACI 318-11 |
15 | Equipment Mounting | Design for Equipment Anchorage Based on 2012 IBC & 2013 CBC Chapter A |
16 | Existing Shear Wall | Verify Existing Concrete Shear Wall Based on ASCE 41-06 / 2013 CBC / 2012 IBC |
17 | Friction | Shear Friction Reinforcing Design Based on ACI 318-11 |
18 | Pipe Concrete Column | Pipe Concrete Column Design Based on ACI 318-11 |
19 | PT-Concrete Floor | Design of Post-Tensioned Concrete Floor Based on ACI 318-11 |
20 | Punching | Slab Punching Design Based on ACI 318-11 |
21 | Concrete Slab | Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-11 |
22 | Voided Section Capacity | Voided Section Design Based on ACI 318-11 |
23 | Concrete Diaphragm | Concrete Diaphragm in-plane Shear Design Based on ACI 318-11 |
24 | SMRF - ACI | Seismic Design for Special Moment Resisting Frame Based on ACI 318-11 |
25 | Special Shear Wall - IBC | Special Reinforced Concrete Shear Wall Design Based on ACI 318-11 & 2012 IBC |
26 | Suspended Anchorage | Suspended Anchorage to Concrete Based on 2012 IBC & 2013 CBC |
27 | Tiltup Panel | Tilt-up Panel Design based on ACI 318-11 |
28 | Wall Pier | Wall Pier Design Based on 2013 CBC & 2012 IBC |
29 | Beam Penetration | Design for Concrete Beam with Penetration Based on ACI 318-11 |
30 | Column Supporting Discontinuous | Column Supporting Discontinuous System Based on ACI 318-11 |
31 | Plate Shell Element | Plate/Shell Element Design Based on ACI 318-11 |
32 | Transfer Diaphragm - Concrete | Concrete Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity |
33 | Silo/Chimney/Tower Design | Concrete Silo / Chimney / Tower Design Based on ASCE 7-10, ACI 318-11 & ACI 313-97 |
34 | Concrete Beam | Concrete Beam Design, for New or Existing, Based on ACI 318-11 |
Steel Design Group | ||
1 | Thin Composite Beam | Thin Composite Beam/Collector Design Based on AISC 360-10 & ACI 318-11 |
2 | Angle Capacity | Angle Steel Member Capacity Based on AISC 360-10 |
3 | HSS-WF Capacity | Tube, Pipe, or WF Member Capacity Based on AISC 360-10 |
4 | Metal Studs | Metal Member Design Based on AISI S100-07/SI-10 (2012 IBC) & ICBO ER-4943P |
5 | SMRF - CBC | Seismic Design for Special Moment Resisting Frames Based on 2013 CBC |
6 | SCBF-Parallel | Seismic Design for Special Concentrically Braced Frames Based on CBC/IBC & AISC 341-10 |
7 | SCBF-Perpendicular | Bracing Connection Design, with Perpendicular Gusset, Based on CBC/IBC & AISC 341-10 |
8 | Column Above Beam | Connection Design for Column above Beam, Based on AISC Manual & AISC 360-10 |
9 | Beam Gravity | Steel Gravity Beam Design Based on AISC Manual 14th Edition (AISC 360-10) |
10 | WF Beam with Torsion | WF Simply Supported Beam Design with Torsional Loading Based on AISC 360-10 |
11 | HSS (Tube, Pipe) Torsion | HSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-10 |
12 | Fixed Bolted Joint | Fixed Bolted Joint, with Beam Sitting on Top of Column, Based on AISC 358-10 8ES/4ES & FEMA-350 |
13 | Brace Connection | Typical Bracing Connection Capacity Based on AISC 360-10 |
14 | BRBF | Buckling-Restrained Braced Frames Based on AISC 360-10 & AISC 341-10 |
15 | BSEP - SMF | Bolted Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350 |
16 | Bolted Moment Connection | Bolted Non-Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350 |
17 | Channel Capacity | Channel Steel Member Capacity Based on AISC 360-10 |
18 | Composite Collector Beam | Composite Collector Beam with Seismic Loads Based on 2013 CBC / 2012 IBC |
19 | Composite Floor Beam | Composite Beam Design Based on AISC Manual 9th |
20 | Composite Floor Beam with Cantilever | Composite Beam Design Based on AISC 360-10 / 2012 IBC / 2013 CBC |
21 | Composite Floor Girder | Composite Girder Design Based on AISC 360-10 / 2012 IBC / 2013 CBC |
22 | Drag Connection | Drag Connection Based on AISC 360-10 & AISC 341-10 |
23 | Drag Forces for Brace Frame | Drag / Collector Forces for Brace Frame |
24 | EBF - CBC | Seismic Design for Eccentrically Braced Frames Based on 2013 CBC & AISC 341-10 |
25 | EBF - IBC | Seismic Design for Eccentrically Braced Frames Based on 2012 IBC & AISC 341-10 |
26 | Enhanced Composite Beam | Enhanced Composite Beam Design Based on AISC 360-10 / 2012 IBC / 2013 CBC |
27 | Enhanced Steel Beam | Enhanced Steel Beam Design Based on AISC 14th (AISC 360-10) |
28 | Exterior Metal Stud Wall | Exterior Metal Stud Wall Design Based on AISI S100-07/SI-10 & ER-4943P |
29 | Floor Deck | Depressed Floor Deck Capacity (Non-Composite) |
30 | Gusset Geometry | Gusset Plate Dimensions Generator |
31 | Metal Shear Wall | Metal Shear Wall Design Based on AISI S100-07/SI-10, ER-5762 & ER-4943P |
32 | Metal Shear Wall Opening | Metal Shear Wall with an Opening Based on AISI S100-07/SI-10, ER-5762 & ER-4943P |
33 | Metal Z Purlins | Metal Z-Purlins Design Based on AISI S100-07/SI-10 |
34 | OCBF - CBC | Ordinary Concentrically Braced Frames Based on 2013 CBC & AISC 341-10 |
35 | OCBF - IBC | Ordinary Concentrically Braced Frames Based on 2012 IBC & AISC 341-10 |
36 | Web-Tapered Cantilever Frame | Web-Tapered Cantilever Frame Design Based on AISC-ASD 9th, Appendix F |
37 | OMRF - CBC | Intermediate/Ordinary Moment Resisting Frames Based on 2013 CBC |
38 | OMRF - IBC | Intermediate/Ordinary Moment Resisting Frames Based on 2012 IBC |
39 | Plate Girder | Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10) |
40 | Rectangular Section | Rectangular Section Member Design Based on AISC 360-10 |
41 | Roof Deck | Design of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P |
42 | Base Plate | Base Plate Design Based on AISC Manual 14th Edition (AISC 360-10) |
43 | SMRF - IBC | Special Moment Resisting Frames Based on 2012 IBC, AISC 341-10 & 358-10 |
44 | SPSW | Seismic Design for Special Plate Shear Wall Based on AISC 341-10 & AISC 360-10 |
45 | Steel Column | Steel Column Design Based on AISC Manual 14th Edition (AISC 360-10) |
46 | Steel Stair | Steel Stair Design Based on AISC 360-10 |
47 | Triple W Shapes | Simply Supported Member of Triple W-Shapes Design Based on AISC 360-10 |
48 | Portal Frame | Portal Frame Analysis using Finite Element Method |
49 | Web Tapered Portal | Web Tapered Portal Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25 |
50 | Web Tapered Frame | Web Tapered Frame Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25 |
51 | Web Tapered Girder | Web Tapered Girder Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25 |
52 | Weld Connection | Weld Connection Design Based on AISC 360-10 |
53 | WF Opening | Check Capacity of WF Beam at Opening Based on AISC 360-10 |
54 | Moment across Girder | Design for Fully Restrained Moment Connection across Girder Based on AISC 360-10 |
55 | Beam Bolted Splice | Beam Bolted Splice Design Based on AISC Manual 14th Edition (AISC 360-10) |
56 | Filled Composite Column | Filled Composite Column Design Based on AISC 360-10 & ACI 318-11 |
57 | Cellular Beam | Cellular Beam Design Based on AISC 360-10 |
58 | Double Angle Capacity | Double Angle Capacity Based on AISC 360-10 |
59 | T-Shape Capacity | T-Shape Member Capacity Based on AISC 360-10 |
60 | Cantilever Column | Cantilever Column & Footing Design Based on AISC 360-10, ACI 318-11, and IBC 1807.3 |
61 | Metal Truss | Light Gage Truss Design Based on AISI S100-07/SI-10 & ER-4943P |
62 | Sleeve Joint Connection | Sleeve Joint Connection Design, for Steel Cell Tower / Sign, Based on AISC 360-10 |
63 | Moment to Column Web | Moment Connection Design for Beam to Weak Axis Column Based on AISC 360-10 |
64 | Beam Connection | Beam Connection Design Based on AISC 360-10 |
65 | ConXL | Seismic Bi-axial Moment Frame Design Based on AISC 358-10 & ACI 318-11 |
Wood Design Group | ||
1 | Strong Custom Frame | 4E-SMF with Wood Nailer Design Based on AISC 358-10 & NDS 2012 |
2 | Wood Pole Pile | Wood Pole or Pile Design Based on NDS 2012 |
3 | Perforated Shear Wall | Perforated Shear Wall Design Based on 2012 IBC / 2013 CBC / NDS 2012 |
4 | Shear Wall Opening | Wood Shear Wall with an Opening Based on 2012 IBC / 2013 CBC / NDS 2012 |
5 | Wood Beam | Wood Beam Design Based on NDS 2012 |
6 | Cantilever Beam | Wood Beam Design Based on NDS 2012 |
7 | Diaphragm-Ledger-CMU Wall | Connection Design for Wall & Diaphragm Based on 2012 IBC / 2013 CBC |
8 | Double Joist | Double Joist Design for Equipment Based on NDS 2012, ICC PFC-4354 & PFC-5803 |
9 | Drag Forces | Drag / Collector Force Diagram Generator |
10 | Equipment Anchorage | Equipment Anchorage to Wood Roof Based on NDS 2012 / 2012 IBC / 2013 CBC |
11 | Lag Screws Connection | Lag Screw Connection Design Based on NDS 2012 |
12 | Subdiaphragm | Subdiaphragm Design Based on ASCE 7-10 |
13 | Toe Nail | Toe-Nail Connection Design Based on NDS 2012 |
14 | Top Plate Connection | Top Plate Connection Design Based on NDS 2012 |
15 | Wood Truss | Wood Truss Design Based on NDS 2012 |
16 | Wood Bolt Connection | Bolt Connection Design Based on NDS 2012 |
17 | Wood Diaphragm | Wood Diaphragm Design Based on NDS 2012 |
18 | Wood Joist | Wood Joist Design Based on NDS 2012 / NDS 01, ICC PFC-4354 & PFC-5803 |
19 | Wood Shear Wall | Shear Wall Design Based on 2012 IBC / 2013 CBC / NDS 2012 |
20 | Wood Design Tables | Tables for Wood Post Design Based on NDS 2012 |
21 | Transfer Diaphragm - Wood | Wood Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity |
22 | Wood Column | Wood Post, Wall Stud, or King Stud Design Based on NDS 2012 |
23 | Green Composite Wall | Composite Strong Wall Design Based on ACI 318-11, AISI S100-07/SI-10 & ER-4943P |
24 | Bending Post at Column | Connection Design for Bending Post at Concrete Column Based on NDS 2012 & ACI 318-11 |
25 | Curved Member | Curved Wood Member (Wood Torsion) Design Based on NDS 2012 |
26 | Wood Member | Wood Member (Beam, Column, Brace, Truss Web & Chord) Design Based on NDS 2012 |
Aluminum & Glass Design | ||
1 | Aluminum I or WF Member | Aluminum I or WF Member Capacity Based on Aluminum Design Manual 2010 (ADM-I) |
2 | Aluminum C or CS Member | Aluminum C or CS Member Capacity Based on Aluminum Design Manual 2010 (ADM-I) |
3 | Aluminum RT Member | Aluminum RT Member Capacity Based on Aluminum Design Manual 2010 (ADM-I) |
4 | Aluminum PIPE Member | Aluminum PIPE Member Capacity Based on Aluminum Design Manual 2010 (ADM-I) |
5 | Structural Glass | Glass Wall/Window/Stair Design, Based on ASTM E1300, using Finite Element Method |
Lateral Analysis Group | ||
1 | Seismic vs Wind | Three, Two, and One Story Comparison of Seismic and Wind Based on 2012 IBC / 2013 CBC |
2 | Wind - ASCE7-10 | Wind Analysis Based on ASCE 7-10 |
3 | Seismic - 2012 IBC | Seismic Analysis Based on ASCE 7-10 |
4 | Metal Pipe/Riser | MCE Level Seismic Design for Metal Pipe/Riser Based on ASCE 7-10 & AISI S100 |
5 | Rigid Diaphragm | Rotation Analysis of Rigid Diaphragm Based on 2012 IBC / 2013 CBC |
6 | Flexible Diaphragm | Flexible Diaphragm Analysis |
7 | Two Story Moment Frame | Two Story Moment Frame Analysis using Finite Element Method |
8 | X - Braced Frame | X-Braced Frame Analysis using Finite Element Method |
9 | Open Structure Wind | Wind Analysis for Open Structure (Solar Panels) Based on ASCE 7-10 & 05 |
10 | Roof Screen/Equipment Wind | Wind Load, on Roof Screen / Roof Equipment, Based on ASCE 7-10 & 05 |
11 | Axial Roof Deck | Axial Capacity of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P |
12 | Deformation Compatibility | Column Deformation Compatibility Design using Finite Element Method |
13 | Discontinuous Shear Wall | Discontinuous Shear Wall Analysis Using Finite Element Method |
14 | Flexible Diaphragm Opening | Flexible Diaphragm with an Opening Analysis |
15 | Hand Rail | Handrail Design Based on AISC 360-10 & ACI 318-11 |
16 | Interior Wall Lateral Force | Interior Wall Lateral Forces Based on 2012 IBC / 2013 CBC |
17 | Lateral Frame Formulas | Lateral Frame Formulas |
18 | Live Load | Live Load Reduction Based on ASCE 7-10, 2012 IBC / 2013 CBC |
19 | Seismic - Single Family Dwellings | Seismic Analysis for Family Dwellings Based on 2012 IBC / 2013 CBC |
20 | Shade Structure Wind | Wind Analysis for Shade Open Structure Based on ASCE 7-10 & 05 |
21 | Shear Wall Forces | Shear Wall Analysis for Shear Wall with Opening Using Finite Element Method |
22 | Shear Wall - New Opening | Relative Rigidity Determination for Shear Wall with New Opening |
23 | Shear Wall Rigidity | Rigidity for Shear Wall & Shear Wall with Opening Using Finite Element Method |
24 | Sign | Sign Design Based on AISC 360-10, ACI 318-11, and IBC 1807.3 |
25 | Sign Wind | Wind Analysis for Freestanding Wall & Sign Based on ASCE 7-10 & 05 |
26 | Snow | Snow Load Analysis Based on ASCE 7-10, 05, & UBC |
27 | Wall Lateral Force - CBC | Lateral Force for One-Story Wall Based on 2013 CBC |
28 | Wall Lateral Force - IBC | Lateral Force for One-Story Wall Based on 2012 IBC |
29 | Seismic - 2009 IBC | Seismic Analysis Based on 2009 IBC / 2010 CBC |
30 | Wind Girt Deflection | Wind Girt Deflection Analysis of Wood, Metal Stud, and/or Steel Tube |
31 | Storage Racks | Lateral Loads of Storage Racks, with Hilti & Red Head Anchorage, Based on ASCE 7-10 |
32 | Wind Alternate Method | Wind Analysis for Alternate All-Heights Method, Based on ASCE 7-10 |
33 | Ceiling Seismic Loads | Suspended Ceiling Seismic Loads Based on ASCE 7-10 |
34 | Response Spectrum Generator | Earthquake Response Spectrum Generator |
35 | Tornado and Hurricane | Wind Analysis for Tornado and Hurricane Based on 2012 IBC Section 423 & FEMA 361/320 |
36 | Stiffness Matrix Generator | Stiffness Matrix Generator for Irregular Beam/Column |
37 | PT-Column Drift | Lateral Drift Mitigation for Cantilever Column using Post-Tensioning |
38 | Blast Mitigation | Blast/Explosion Deformation Mitigation for Gravity Column using Post-Tensioning |
39 | Wind - SEAOC-PV2 | Wind Design for Low-Profile Solar Photovoltaic Arrays on Flat Roof, Based on SEAOC PV2-2012 |
40 | Wind - ASCE7-05 | Wind Analysis Based on ASCE 7-05, Including Roof Solar Panel Loads |
41 | Self-Centering Frame | Self-Centering Lateral Frame Design Based on ASCE 7-10, AISC 360-10 & ACI 318-11 |
Masonry Design Group | ||
1 | Masonry Shear Wall - CBC | Masonry Shear Wall Design Based on 2013 CBC Chapter A (both ASD and SD) |
2 | Masonry Shear Wall - IBC | Masonry Shear Wall Design Based on TMS 402-11 / 2012 IBC (both ASD and SD) |
3 | Anchorage to Masonry | Fastener Anchorage Design in Masonry Based on TMS 402-11 / 2012 IBC |
4 | Flush Wall Pilaster - CBC | Masonry Flush Wall Pilaster Design Based on 2013 CBC Chapter A |
5 | Flush Wall Pilaster - IBC | Masonry Flush Wall Pilaster Design Based on TMS 402-11 / 2012 IBC |
6 | Bearing Wall Opening | Design of Masonry Bearing Wall with Opening Based on TMS 402-11 |
7 | Bending Post at Top Wall | Design for Bending Post at Top of Wall, Based on TMS 402-11 |
8 | Development Splice Masonry | Development & Splice of Reinforcement in Masonry Based on TMS 402-11 / 2012 IBC & 2013 CBC |
9 | Elevator for DSA / OSHPD | Elevator Masonry Wall Design Based on 2013 CBC Chapter A & 2012 IBC |
10 | Girder at Wall | Design for Girder at Masonry Wall Based on TMS 402-11 |
11 | Horizontal Bending Wall | Masonry Wall Design at Horizontal Bending Based on TMS 402-11 |
12 | Masonry Beam | Masonry Beam Design Based on TMS 402-11 |
13 | Masonry Bearing Wall - CBC | Allowable & Strength Design of Masonry Bearing Wall Based on 2013 CBC Chapter A |
14 | Masonry Bearing Wall - IBC | Allowable & Strength Design of Masonry Bearing Wall Based on TMS 402-11 / 2012 IBC |
15 | Masonry Column - CBC | Masonry Column Design Based on 2013 CBC Chapter A |
16 | Masonry Column - IBC | Masonry Column Design Based on TMS 402-11 / 2012 IBC |
17 | Beam to Wall | Beam to Wall Anchorage Design Based on TMS 402-11 / 2012 IBC |
18 | Collector to Wall | Collector to Wall Connection Design Based on TMS 402-11 / 2012 IBC |
19 | Hybrid Masonry Wall | Hybrid Masonry Wall Design Based on TMS 402-11 |
Foundation Design Group | ||
1 | Free Standing Wall | Free Standing Masonry & Conctere Wall Design Based on TMS 402-11 & ACI 318-11 |
2 | Eccentric Footing | Eccentric Footing Design Based on ACI 318-11 |
3 | Flagpole | Flagpole Footing Design Based on 2012 IBC Chapter 18 |
4 | Masonry Retaining Wall | Masonry Retaining / Fence Wall Design Based on TMS 402-11 & ACI 318-11 |
5 | Concrete Retaining Wall | Concrete Retaining Wall Design Based on ACI 318-11 |
6 | Masonry-Concrete Retaining Wall | Retaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-11 & ACI 318-11 |
7 | Concrete Pier | Concrete Pier (Isolated Deep Foundation) Design Based on ACI 318-11 |
8 | Concrete Pile | Drilled Cast-in-place Pile Design Based on ACI 318-11 |
9 | Pile Caps | Pile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-11 |
10 | Pile Cap Balanced Loads | Determination of Pile Cap Balanced Loads and Reactions |
11 | Conventional Slab on Grade | Design of Conventional Slabs on Expansive & Compressible Soil Grade Based on ACI 360 |
12 | PT-Slab on Ground | Design of PT Slabs on Expansive & Compressible Soil Based on PTI 3rd Edition |
13 | Basement Concrete Wall | Basement Concrete Wall Design Based on ACI 318-11 |
14 | Basement Masonry Wall | Basement Masonry Wall Design Based on TMS 402-11 |
15 | Basement Column | Basement Column Supporting Lateral Resisting Frame Based on ACI 318-11 |
16 | MRF-Grade Beam | Grade Beam Design for Moment Resisting Frame Based on ACI 318-11 |
17 | Brace Grade Beam | Grade Beam Design for Brace Frame Based on ACI 318-11 |
18 | Grade Beam | Two Pads with Grade Beam Design Based on ACI 318-11 & AISC 360-10 |
19 | Circular Footing | Circular Footing Design Based on ACI 318-11 |
20 | Combined Footing | Combined Footing Design Based on ACI 318-11 |
21 | Boundary Spring Generator | Mat Boundary Spring Generator |
22 | Deep Footing | Deep Footing Design Based on ACI 318-11 |
23 | Footing at Piping | Design of Footing at Piping Based on ACI 318-11 |
24 | Irregular Footing Soil Pressure | Soil Pressure Determination for Irregular Footing |
25 | PAD Footing | Pad Footing Design Based on ACI 318-11 |
26 | Plain Concrete Footing | Plain Concrete Footing Design Based on ACI 318-11 |
27 | Restrained Retaining Wall | Restrained Retaining Masonry & Concrete Wall Design Based on TMS 402 & ACI 318 |
28 | Retaining Wall for DSA /OSHPD | Retaining Wall Design Based on 2013 CBC Chapter A |
29 | Tank Footing | Tank Footing Design Based on ACI 318-11 |
30 | Temporary Footing for Rectangular Tank | Temporary Tank Footing Design Based on ACI 318-11 |
31 | Under Ground Well | Under Ground Well Design Based on ACI 350-06 & ACI 318-11 |
32 | Stud Bearing Wall Footing | Footing Design for Stud Bearing Wall Based on 2012 IBC / ACI 318-11 |
33 | Wall Footing | Footing Design of Shear Wall Based on ACI 318-11 |
34 | Fixed Moment Condition | Fixed Moment Condition Design Based on ACI 318-11 |
35 | Flood Way | Concrete Floodway Design Based on ACI 350-06 & ACI 318-11 |
36 | Lateral Earth Pressure | Lateral Earth Pressure of Rigid Wall Based on AASHTO 17th & 2012 IBC |
37 | Shoring | Sheet Pile Wall Design Based on 2012 IBC / 2013 CBC / ACI 318-11 |
38 | Composite Element Durability | Composite Element Design Based on AISC 360-10 & ACI 318-11 |
2 comments
THIS SOFTWARE IS VERY NICE, BUT THERE IS A PASSWORD , KINDLY PROVIDE ME THIS PASSWORD
what is the password for protected excel sheets? thanks btw...it is indeed a great initiative and again thanks a lot
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