• One-way ribbed slab

    How can i design a this kind of slab on staad pro, i'm still a new user of the software so please put some detail to help me.

  • STAAD - Modeling a Slab - Why I am getting a lower moment?

    Hello, I am new to STAAD and this forum, and this is my first post! I wanted to model an 8.67' X 31.5’ Slab with a 16,000 lb. load applied at the center. The slab will have fixed ends at all sides. As a “one-way slab”, the expected max moment utilizing…

  • Slab Design in STAAD, RC modul

    Hello STAAD.Pro experts! I am in the middle of a slab design using STAAD.Pro v8i. The model is ready and i am starting to use the STAAD.Pro RC designer. I want to design the slab according EC 2, but when I choose the standard EC 2:1991 or EC 2:2004…

  • RE: Anylysis

    Please go through the following post where the same is discussed. http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/99695 Please let us know if you need any further information. Thank you.

  • RE: Design

    Hi, You can go through the following post where the same is discussed http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/99695 Hope this helps you.
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