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  1. Mansour2003

    PCACOL (Columns, Load Input)

    I'm using PCACOL, ver. 3.00. I have a general question. In the load input section of the software, it has options to input moments at top and at the bottom of col. If I have let say 50 k-ft moment at the top, and a 10k lateral load at the top of a 20 ft col., should I enter the bottom moment...
  2. Mansour2003

    Elect. Conduit in a 2" slab?

    Hi all, Is running a 1" rigid elec. conduit in a 2" slab on steel decking allowed? This will leave 1" concrete cover only. Would that be a shrinkage crack problem? What code should I refer to? Thanks for your help
  3. Mansour2003

    Reinforcing Steel in old drawings

    I'm doing analysis on an old bridge, designed in 1954. There are only few lines on this plan as for "General Notes!". When it comes to steel and concrete, it says " REINFORCING STEEL TO BE HARD GRADE FOR COLUMNS AND INTERMEDIATE GRADE FOR ALL OTHER LOCATIONS." Now my...

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