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Steel column spread sheet. A36 has a yield strength of 36 ksi e the modulus of elasticity of the steel beam e g. Two types of licenses are available for this. Steel column design based on aisc 360 10 16. Note that before using this site you must first read understand and agree to each of the the terms condtitions and notices as posted.
Steel stair design based on aisc 360 10 16. For additional resources visit aisc s steel solutions center. Embedpl2 embedpl2 xls is a ms excel spreadsheet workbook for the analysis of 2 headed concrete anchors hca per aci 318 08 appendix d. And also input point loads.
The spreadsheet is designed to find the embedment strength in concrete for the required plate within certain concrete parameters. Portal frame analysis using finite element method. By purchasing this spreadsheet you agree to the disclaimer and terms conditions. Single user or company license which one is the best for me.
Simply supported member of triple w shapes design based on aisc 360 10 16. C b beam bending coeeficient l b unbraced length bracing must resist displacement of the compression flange or twisting of the cross section f y the yield strength of the steal beam e g. It includes lateral tor sional buckling check therefore is a comprehen si ve and an essential too l for structural engi neer s.
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