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Recent content by FixitFelix

  1. FixitFelix

    T-beam Design - Slab reinforcements.

    Whats the reason for number 4? Is it because the slab bars on the slab would probably not be directly connected to the column?
  2. FixitFelix

    T-beam Design - Slab reinforcements.

    I need some help guys, I'm a bit rusty with my concrete design. I am to analyze an existing concrete building with T-beam construction. I am wondering if you guys consider the slab reinforcement as part of your As and/or As'. The building is in a high seismic zone area. I am aware of the ACI...
  3. FixitFelix

    Temperature Loads on Foundations

    If you look at PIP STC01015, Sec 4.2.1 General Buildings, structures, equipment, vessels, tanks, and foundations shall be designed for the following: ... see you building codes ... ... If you want PIP as your basis, see Sec 4.2.2.5. for piperack load combinations. You will notice that T...
  4. FixitFelix

    Friction load transfered to foundation from piperack

    I'm guessing that's friction loads coming from the thermal expansion and contraction of pipes. From PIP STC01015 Structural Design Criteria, 4.1.7.7 For pipe racks supporting multiple pipes, 10% of the total piping weight shall be used as an estimated horizontal friction load applied only to...

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