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Jiannan Wang

Jiannan Wang

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  • RE: RC Two-way Slab Long-term Deflection

    Karl G
    Karl G
    Here are some things to check: 1. SAFE has an option to consider a rigid zone over columns. If you are using that option, try adding a custom slab area over the supports as discussed in the second frequently asked question on the web page below: https…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Does Class C Apply to PT Two-way Slab

    Karl G
    Karl G
    PT two-way slabs must be designed as Class U per ACI 318-11 18.3.3. The ACI code does not permit two-way slabs to be designed as Class T or Class C. RAM Concept always designs two-way slabs as Class U accordingly.
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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