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DOWNLOAD AS YOUR NEED Steel Design Group
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Angle Steel Member
Capacity Based on AISC 360-10
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Base Plate Design
Based on AISC Manual 14th Edition (AISC 360-10)
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Beam Bolted Splice
Design Based on AISC Manual 14th Edition (AISC 360-10)
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Beam Connection Design
Based on AISC 360-10
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Steel Gravity Beam
Design Based on AISC Manual 14th Edition (AISC 360-10)
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Bolted Non-Seismic
Moment Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350
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Typical Bracing
Connection Capacity Based on AISC 360-10
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Buckling-Restrained
Braced Frames Based on AISC 360-10 & AISC 341-10
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Bolted Seismic Moment
Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350
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Cantilever Column
& Footing Design Based on AISC 360-10, ACI 318-11, and IBC 1807.3
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Cellular Beam Design
Based on AISC 360-10
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Channel Steel Member
Capacity Based on AISC 360-10
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Connection Design for
Column above Beam, Based on AISC Manual & AISC 360-10
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Composite Collector
Beam with Seismic Loads Based on 2013 CBC / 2012 IBC
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Composite Beam Design
Based on AISC Manual 9th
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Composite Beam Design
Based on AISC 360-10 / 2012 IBC / 2013 CBC
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Composite Girder
Design Based on AISC 360-10 / 2012 IBC / 2013 CBC
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Seismic Bi-axial
Moment Frame Design Based on AISC 358-10 & ACI 318-11
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Double Angle Capacity
Based on AISC 360-10
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Drag Connection Based
on AISC 360-10 & AISC 341-10
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Drag / Collector
Forces for Brace Frame
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Seismic Design for
Eccentrically Braced Frames Based on 2013 CBC & AISC 341-10
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Seismic Design for
Eccentrically Braced Frames Based on 2012 IBC & AISC 341-10
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Enhanced Composite
Beam Design Based on AISC 360-10 / 2012 IBC / 2013 CBC
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Enhanced Steel Beam
Design Based on AISC 14th (AISC 360-10)
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Exterior Metal Stud
Wall Design Based on AISI S100-07/SI-10 & ER-4943P
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Filled Composite
Column Design Based on AISC 360-10 & ACI 318-11
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Fixed Bolted Joint,
with Beam Sitting on Top of Column, Based on AISC 358-10 8ES/4ES &
FEMA-350
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Depressed Floor Deck
Capacity (Non-Composite)
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Gusset Plate
Dimensions Generator
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HSS (Tube, Pipe)
Member Design with Torsional Loading Based on AISC 360-10
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Tube, Pipe, or WF
Member Capacity Based on AISC 360-10
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Metal Shear Wall
Design Based on AISI S100-07/SI-10, ER-5762 & ER-4943P
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Metal Shear Wall with
an Opening Based on AISI S100-07/SI-10, ER-5762 & ER-4943P
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Metal Member Design
Based on AISI S100-07/SI-10 (2012 IBC) & ICBO ER-4943P
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Light Gage Truss
Design Based on AISI S100-07/SI-10 & ER-4943P
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Metal Z-Purlins Design
Based on AISI S100-07/SI-10
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Design for Fully
Restrained Moment Connection across Girder Based on AISC 360-10
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Moment Connection
Design for Beam to Weak Axis Column Based on AISC 360-10
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Ordinary
Concentrically Braced Frames Based on 2013 CBC & AISC 341-10
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Ordinary
Concentrically Braced Frames Based on 2012 IBC & AISC 341-10
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Intermediate/Ordinary
Moment Resisting Frames Based on 2013 CBC
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Intermediate/Ordinary
Moment Resisting Frames Based on 2012 IBC
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Plate Girder Design
Based on AISC Manual 14th Edition (AISC 360-10)
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Portal Frame Analysis
using Finite Element Method
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Rectangular Section
Member Design Based on AISC 360-10
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Design of 1 1/2"
Type "B" Roof Deck Based on ICBO ER-2078P
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Seismic Design for
Special Concentrically Braced Frames Based on CBC/IBC & AISC 341-10
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Bracing Connection
Design, with Perpendicular Gusset, Based on CBC/IBC & AISC 341-10
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Sleeve Joint
Connection Design, for Steel Cell Tower / Sign, Based on AISC 360-10
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Seismic Design for
Special Moment Resisting Frames Based on 2013 CBC
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Special Moment
Resisting Frames Based on 2012 IBC, AISC 341-10 & 358-10
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Seismic Design for
Special Plate Shear Wall Based on AISC 341-10 & AISC 360-10
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Steel Column Design
Based on AISC Manual 14th Edition (AISC 360-10)
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Steel Stair Design
Based on AISC 360-10
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Thin Composite
Beam/Collector Design Based on AISC 360-10 & ACI 318-11
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Simply Supported
Member of Triple W-Shapes Design Based on AISC 360-10
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T-Shape Member
Capacity Based on AISC 360-10
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Web Tapered Frame
Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
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Web Tapered Girder
Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
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Web Tapered Portal
Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
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Web-Tapered Cantilever
Frame Design Based on AISC-ASD 9th, Appendix F
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Weld Connection Design
Based on AISC 360-10
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WF Simply Supported
Beam Design with Torsional Loading Based on AISC 360-10
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Check Capacity of WF
Beam at Opening Based on AISC 360-10
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