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  • Users: civilsf1
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  1. civilsf1

    SFRM - SI Requirements

    We’re currently working on a restoration project in which an isolated column is exposed for repair works (concrete encased steel column). Structural/Design Engineer has requested to apply 2 hour fire rated SFRM on the exposed sections. Roughly 25-50 s.f. of area for column on each floor is...
  2. civilsf1

    Form and Pump Concrete

    We are currently working on reinforcing an existing retaining wall by pouring a 4inch reinforced concrete wall adjacent to it. Since it was a vertical pour, should a form and pour concrete per ACI attached, not sure if it is considered as means and methods or should it be included in structural...
  3. civilsf1

    Plate design for HSS Column

    Hello all, I am fairly new to the Structural Engineering field. I am currently working on an issue where in I have a column (exterior, HSS Column) which is sloped at 5.5 deg (According to Structural Drawings). But, apparently it was realised on the site that, the slope of the column is 4 deg...
  4. civilsf1

    Difference between Seismic Weight and Gravity Load

    Hello, I have recently started working as a Structural Engineer, and I am sorry if this sounds as a really stupid question. I am trying to put in the values of Seismic Weight in Etabs model for a 3-Story building. Can any one please guide me towards what is the difference between Seismic...

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