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PARKING GARAGE LAYOUTS
STRUCTURAL DESIGN METHODS
DESIGN OF A FLAT SLAB
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ACI Code adjacent American Concrete Institute angle parking Beam Schedule Beams on line Carry over factor Churchgate Street CM CM Coeff Column Capital complete frame CONT curved sections Dead Load drawn on Sheet drop panel e# six e# ELASTIC ANALYSIS empirical method entrances equation Fixed End Moments flat slab floor to floor frame is symmetrical graphs drawn Hence Inertia IWe i e justify this approximation k/ft land parcel layouts M/EI diagram maximum positive Mayo Street Mid Strip middle of span Mp kft negative moments Oval Maidan parking garage Queen's Road ramp system Reinforced Concrete rH rH Right hand roof floor Sheet 34A justify Sheet 78 shown in Fig siBJids Slab D.L. Slab Thickness slope at joint stalls Statical Analysis Stiffness factor Stirrups Story height Table thesis unit park unit stress University of Wisconsin upper column vertical width X 9I