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AOA everyone. I need some guidance regarding the construction of confined masonry directly over the frame structure i-e it should not be erected from foundation. What does your engineering judgement suggests? Is there any reference available on this particular thread? Thank you. -
Salaam everyone! I wrote these scripts a few years back when i was working on my final year project. Definitely spent a lot of time & effort. I remember searching for any hints when i was about to embark on this project... This code may however be most useful for students & any pedagogic purposes while its application in real scenarios can't be denied either! My Project.zip- 5 replies
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- stiffness method
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Hi All, The following website has number of free civil engineering software and design sheets. Softwares Continuous beam analyzer -> https://sites.google.com/site/samsoninfinite/home/beam-analyzer 2D Truss Analyzer -> https://sites.google.com/site/samsoninfinite/home/plane-truss-analyzer 2D Frame Analyzer -> https://sites.google.com/site/samsoninfinite/home/plane-frame-analyzer Plane Stress Analyzer -> https://sites.google.com/site/samsoninfinite/home/plane-stress-analyzer 3D Truss and 3D Frame analyzer under development Design Sheets Beam Design ACI code -> https://sites.google.com/site/samsoninfinite/design-spreadsheets/rc-beam-aci-code-design-concrete Steel girder Offshore structure design -> https://sites.google.com/site/samsoninfinite/design-spreadsheets/t-girder-design-steel This website is constantly updated. Regards Zap Bran
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Assalam o alaikum.. I am having a model of steel shed in sap. I m to model a portal frame bracing in this shed as shown in attached figure. but far that i am to model column of main frame and column of portal bracing at same grid. What should i do??
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