Does anyone know, what part of ASCE 7-05 addresses/is applicable to the design wind load on an outdoor structure w/ a Gable Roof supported by one column? You heard me correct "one" column.
thread507-253979
EST = Equivalent Solid Thickness and is calculated based on the "Absoulte Volume" of the CMU Block divided by the Face Shell Area (usually equal to 7.625"x15.625"/144 = 0.83 ft^3). This "absolute volume" (founded by testing:see...
How stringent should I be on the minimum edge distance recommend by the AISC ASD code (9th ed.) in Spec J3.9. Specifically, should I flag a fabricator if he/she is providing the standard hole size min. edge. dist. for short or long slotted holes?
Struct. EIT
