CM485 Construction Quantity take-off Problem: Using the graphics provided, perform a quantity take-off for the steel req

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Cm485 Construction Quantity Take Off Problem Using The Graphics Provided Perform A Quantity Take Off For The Steel Req 1 (186.7 KiB) Viewed 30 times

CM485 Construction Quantity take-off Problem: Using the graphics provided, perform a quantity take-off for the steel required. The column schedule is provided below. All beam spans are 24 feet. The building uses a concrete on steel deck flooring system for all the elevated slabs. The 28-gauge steel deck is penetrated by a 12 foot by 8 foot stairwell and two 8 foot by 10 foot elevator shafts on floors 2-5. The floors are support by 14K3 open web joists that are 4 feet on-center. The roof is supported by 12K3 open web joists that are also 4 feet on-center. Column Schedule Floor 1 W10 X 112 Floor 2 W10 X 89 Floor 3 W10 X 72 Floor 4 W10 X 60 Floor 5 W10 X 60 Column Five-story building W14 X 125 Typical floor plan 5th Floor 60 ft Front elevation Side elevation