High Rise Construction


Factors Controlling Choice of Structural
System
1. OCCUPANCY - FUNCTION
appartment = 40 psf live load
hotel = 40 psf
office = 50 psf
Offices: 35' - 45' span
no columns within offices
larger spans prefer steel structures
steel structures are deeper
Hotels: 12'-6" - 15' span
place columns in wall between units
smaller span
concrete structure possible
no steel structure required
Apartments: 15' - 24' span
place columns in wall between units
smaller span
concrete structure possible
no steel structure required
Offices:
steel concrete
dead load 60 85 - 90
live load 50 50
partition 20 20
mech. + ceiling 10 10
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total 140 psf 165-170 psf
Hotels:
steel concrete
dead load 75 100 - 115
live load 50 50
partition 20 20
mech. + ceiling 0 0
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total 125 psf 170-185 psf
2. Height
finished floor to finished ceiling
8'-6" USA typically
9'-0" Texas
10'-6" Washington
Office:
concrete structure 7"
ducts 8 - 12"
lighting 8"
no ceiling 0
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total 2' - 3'
Office:
steel structure 24"
ducts 16"
lighting 8"
no ceiling 0"
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total 4'-0"
Hotels:
concrete structure 6"
ducts 0"
lighting 0"
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total 6"
Apartments:
concrete structure 6"
ducts 0"
lighting 0"
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total 6"
3. Building Shape
Office
95% are rectangular
Core 20' deep
Stair 8'
Mechanical Room 15'
Elevator 10'
Corridor 10'
Elevator 10'
Toilets 15'
Stair 8'
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TOTAL 76' x 20'
Hotels
Holiday Inn 12'-6" wide
Hyatt 15' wide rooms
Apartments
free form
shear wall construction
4. Elevators
1 elevator for 40,000 sqft/floor area
elevator size
design 10'x10'
actual 8'x10'
© Dr. Gruenwald 1996,1997