PLEASE REFER TO ASCE 7-10, TO FIND THE DEADLOADS OF THIS BUILDING Complete the s
ID: 1709864 • Letter: P
Question
PLEASE REFER TO ASCE 7-10, TO FIND THE DEADLOADS OF THIS BUILDING
Complete the structural analysis for the condominium/commercial mixed use building shown. The building will be in Everett, Washington. The design load determination information is as follows: The roofing will be steel, a standing seam roof. The foundation will be a concrete slab on grade with a turned down footing. The design shall conform to ASCE 7-10. Determine the dead loads that each element in the building needs to be designed to, and determine the load combination that controls for the roof framing, Floor Framing, and end braced frame. The drawings of the condominium are shown on the following pages.Explanation / Answer
As per ASCE 7-10 Dead Loads,
Table C3-1 -Minimum design dead loads -
COVERINGS, ROOFS & WALL-
Items Dead Load
Roof panels are of steel 492 lbs /ft3
Floor -
a) Floor deck, metal 18 gauge 3 psf
b) Light weight concrete / inch 8 psf
Load combinations -
Roof framing - 1.4 x D
Here D = dead load
Floor framing & wall - 1.4 x D
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