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TYPICAL MEMBER SPOT CHECKS FOR GRAVITY
LOADS AND ALTERNATE SYSTEMS TYPICAL BAY
DESIGN STUDY
Prince Frederick Hall
The University of Maryland
College Park, MD
Christopher Cioffi
AE Senior Thesis- Structural
Advisor: Heather Sustersic
October 18, 2013
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Table of Contents
Letter of Transmittal .............................................................................................................. 1
Building Abstract ..................................................................................................................... 2
General Information............................................................................................................... 3
List of Documents Used ........................................................................................................ 4
Typical Member Spot Checks for Gravity Loads .................................................. 19
Alternate System- One Way Slab .................................................................................. 35
Alternate System- Post Tensioned Two Way Slab ............................................... 42
Alternate System- Steel Composite Decking .......................................................... 56
System Comparison ............................................................................................................ 64
Powerpoint Presentation ................................................................................................. 68
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The Pennsylvania State University
Dept. of Architectural Engineering
Heather Sustersic
Professor of Architectural Engineering
213 Engineering Unit A
University Park, Pa 16802
Heather Sustersic,
The following is the technical three submittal of my structural thesis. It contains spot
checks for gravity loads, and three different alternate gravity systems. It shows spot
analysis of the existing two way slab and gravity checks for a typical interior and exterior
column. Also this tech report shows the design of a one way slab, post tensioned two way
slab and a steel composite deck for a typical bay. I hope that you enjoy reading my findings
and I look forward to hearing back from you.
Thank you,
Sincerely,
Christopher Cioffi
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BUILDING ABSTRACT
3
GENERAL INFORMATION
Executive Summary
The purpose of this technical report is to establish an understanding of Prince
Frederick Hall’s structural and existing features. Prince Frederick Hall is nestled at the
heart of The University of Maryland’s campus and is a multi-use dormitory building
consisting of living and office spaces. This document provides an overview of all the
structural components designed by Cagley & Associates Inc. including general floor
framing, structural slabs, shear wall, and the foundation system. Integration of all
structural components is explained and elaborated upon. The pictures and images
(unless otherwise noted) are the property of The University of Maryland and WDG
Architecture PLLC and are being used solely for educational purposes.
Site Plan and Location of Building
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LIST OF DOCUMENTS USED
Documents Used for Analysis and Design
ASCE 7-08
ASCE 7-10
ACI 318-08
ACI 318-11
AISC 14th Edition
PCA Design Aids
Reinforced Concrete Mechanics and Design, Sixth Edition. Wight
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GRAVITY LOADS
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TYPICAL MEMBER SPOT CHECKS FOR GRAVITY LOADS
Typical Floor Bay Being Analyzed
N
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TYPICAL MEMBER SPOT CHECKS FOR GRAVITY LOADS
TWO-WAY SLAB SPOT CHECKS
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z
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TYPICAL MEMBER SPOT CHECKS FOR GRAVITY LOADS
SHEAR CAP CHECK
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TYPICAL MEMBER SPOT CHECK FOR GRAVITY LOADS
INTERIOR COLUMN
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Alternative System:
One Way Slab Design
With Reinforced Beams
Photo credit:
Dictionary of Construction
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ALTERNATIVE GRAVITY SYSTEM DESIGN:
ONE WAY SLAB
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ALTERNATIVE GRAVITY SYSTEM DESIGN:
ONE WAY SLAB
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Alternative System:
Two- Way Post Tensioned
Slab Design
Photo Credit:
NY Post Tension Systems
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ALTERNATIVE GRAVITY SYSTEM DESIGN:
PT TWO WAY SLAB
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Alternative System:
Composite Floor System
Photo Credit: answers.com
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ALTERNATIVE GRAVITY SYSTEM DESIGN
COMPOSITE FLOOR DESIGN
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ALTERNATIVE GRAVITY SYSTEM DESIGN
COMPOSITE FLOOR DESIGN
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ALTERNATIVE GRAVITY SYSTEM DESIGN
COMPOSITE FLOOR DESIGN
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ALTERNATIVE GRAVITY SYSTEM DESIGN
COMPOSITE FLOOR DESIGN
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ALTERNATIVE GRAVITY SYSTEM DESIGN
COMPOSITE FLOOR DESIGN
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ALTERNATIVE GRAVITY SYSTEM DESIGN
COMPOSITE FLOOR DESIGN
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ALTERNATIVE GRAVITY SYSTEM DESIGN
COMPOSITE FLOOR DESIGN
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Cost Analysis and
Comparison of the Existing
and New Design
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COST ANALYSIS AND COMPARISON
OF THE EXISTING AND NEW DESIGN
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COST ANALYSIS AND COMPARISON
OF THE EXISTING AND NEW DESIGN
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COST ANALYSIS AND COMPARISON
OF THE EXISTING AND NEW DESIGN
68
POWER POINT PRESENTATION
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