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  1. Johnrmd

    Concrete 2 Way Slab with Grid System as the formwork with a Grid 6'x8'

    I have a 2way slab that is 11" thick and the formwork is a Single post System with a grid 6'x8' and I want to release the forms and leave the Post in place until the allowable Strength is achieved. Beside doing calculations for punch shear for the Steel post, what other calculations can I do...
  2. Johnrmd

    2 Heavy Point Loads

    I have 2 heavy point loads of 15kips each for a bay that is 30.5'x30.5' for a 9in slab that is on the 9level and I was trying to figure out how many reshore floors i need to have. It is for a exterior platform that is being supported by 2 post for at the edge of the building slab, the platform...

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