SAP2000-Modeling, Analysis and Design of Space Truss(Triangular Arch Truss) 02/02

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[@Nataq1945]

Thank you so much. Please, is there a reason why releases are not included in the truss? Thank sir

[@alexle7888]

It is an useful video guide! I found a new style of truss for pre-engineering house, new skills in modeling as well. Thanks so much teacher.

[@cefcicivilengineering3776]

thank for your comment,

[@alirezamahdi7889]

I have a double-layer elliptical diamatic dome space truss and have imported the dxf file to SAP, and I am confused about how to load it. Should I calculate wind load or SAP is capable of that? I think dead, snow loads should be computed by hands and applied to each joints/nodes?

[@alirezamahdi7889]

Thanks for your tutorials, helpful

[@cefcicivilengineering3776]

Thank you for support and pls help to share if it's useful

[@sushilbasi7391]

how about purlin design?
The section is not shone after run...

[@kapplyrecord7600]

DEAR SIR I SAW ALL OF K ,L FACTOR MAJOR AND MINOR IS = 1 , IN TRUSS DESIGN , IS THIS CONSERVATIVE ? thank you very much for tutorial ..

[@akmaldurrani3711]

hi, I want to analyze a triangularvarch truss. but I after importing a dxf file to sap2000. It is not shown. what can be the problem ?

[@thanomm]

Why this truss No apply Wind load?

[@cefcicivilengineering3776]

Yes sir, in this case of modeling, we do not include wind load case in this video,
thanks for comment

[@cefcicivilengineering3776]

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