TECHNOLOGICAL INSTITUTE OF THE PHILIPPINES
938 Aurora Boulevard, Cubao, Quezon City
COLLEGE OF ENGINEERING AND ARCHITECTURE
CIVIL ENGINEERING DEPARTMENT
CE502
REINFORCED CONCRETE DESIGN
DESIGN OF FOUR (4) -STOREY REINFORCED CONCRETE COMMERCIAL BUILDING
Submitted by
FUNGO, KENNETH E.
Submitted to
Engr. Rhonnie C. Estores
ABSTRACT
This project is entitled as “A Design of a Four (4)-Storey Reinforced Concrete Commercial
building” is presented by Kenneth E. Fungo as partial fulfilment for the requirements for CE 502
(Reinforced Concrete Design.).
The project was all about structural analysis and design of it’s the members particularly beam,
slab and column of a five storey commercial building utilizing moment resisting space frames.
Using the software application, namely STAAD pro the given values were used to design the
structural members considering load combination. The designers chose column as trade-offs
because column carries more lore in the structural member like the loads of both beam and slab.
i
i
TABLE OF CONTENTS
CHAPTER I: INTRODUCTION ………………………………….……………………..…………….1
1.1 Project Background ………………………………………………………………………………..1
1.2 The Project………………………………………………………………………………………….1
1.3 The Project Location ………………………………………………………………………………1
1.4 Project Client …………………………………………………………………..…………………. 2
1.5 Project Objectives…………………………………………………………..…………………….. 2
1.5.1General Objectives …………………………………………………..……………………. 2
1.5.2Specific Objectives …………………………………………………..……………………. 2
1.6 Scope and Limitations …………………………………………………….……………………. 3
1.6.1Scope ………………………………………………………………………………………. 3
1.6.2Limitation …………………………………………………………………………………… 3
1.7 Project Developments ………………………………………………………………………….. 3
CHAPTER II: DESIGN INPUTS …………………………………………………………………….. 6
2.1 Design Criteria .................................................................................................................... 6
2.1.1 Design of the Structure ............................................................................................. 6
2.1.2 Classification of the Structure ................................................................................... 6
2.2 Design Loads .........................................................................................................…........... 7
2.2.1 Dead loads ...................................................................................….......................... 7
2.2.2 Live loads .................................................................................................................. 8
2.2.3 Wind Load Parameters .............................................................................................. 9
2.2.4 Seismic Load Parameters ..........................................................................…............ 9
2.2.5 Design Load Combination ........................................................................................ 10
2.3 Review of Related Literature ............................................................................................... 11
2.3.1 Commercial Buildings ...........................................................................…................ 11
2.3.2 Transverse Reinforcements ........................................................................….......... 11
2.3.3 Trade-offs ................................................................................................................. 12
CHAPTER III. CONSTRAINTS, TRADEOFFS AND STANDARDS .......................................... 14
3.1 Design Constraints .............................................................................................................. 14
3.1.1 Economic Constraint (Economic/Project Cost) ...........................................….......... 14
3.1.2 Sustainability Constraint ........................................................................................... 14
3.1.3 Constructability Constraint (Man-hours Production / Project Duration) .................... 14
3.2 Design Trade-offs ................................................................................................................ 15
3.2.1 Tied columns ....................................................................................…..................... 15
3.2.2 Spiral Columns........................................................................................................... 16
3.2.3 Combined Tied and Spiral Columns .......................................................................... 16
3.3 Raw Ranking Scale .............................................................................................................. 17
3.4 Initial Estimates of Main Trade-offs .....................................................................…............. 17
3.4.1. Economic Cost ......................................................................................................... 18
3.4.2. Constructability Constraint .......................................................................…............. 20
3.4.3. Sustainability Constraint ........................................................................................... 22
CHAPTER IV. STRUCTURAL ANALYSIS AND DESIGN........................................................... 24
4.1 Design Methodology.............................................................................................................. 24
4.1.1 Structural Plans........................................................................................................... 25
4.1.2 Design Specification ................................................................................................... 25
4.1.3 Material Properties...................................................................................................... 25
4.1.4 Structural Model ......................................................................................................... 25
4.1.5 Structural Analysis ...................................................................................................... 31
4.1.6 Structural Design ........................................................................................................ 32
4.2 Raw Ranking Validation, Comparison of Results, and Final Ranking Assessment ......…..... 37
4.2.1 Final Estimates of Tradeoffs .....................................…........................................…... 37
4.2.2 Validation of Raw Designer’s Ranking................................................................…..... 38
CHAPTER V. FINAL DESIGN .................................................................................................... 39
5.1 Design Schedules ................................................................................................................ 39
APPENDICES ............................................................................................................................ 41
Appendix A: ARCHITECTURAL PLAN........................................................................…............ 41
APPENDIX B: STRUCTURAL PLAN .......................................................................................... 47
APPENDIX C: CODES AND STANDARDS ................................................................................ 49
APPENDIX D: RESULT OF THE STRUCTURAL ANALYSIS ..................................................... 50
APPENDIX E: DESIGN SPECIFICATION ................................................................................... 51
APPENDIX F: DESIGN OF BEAMS ..................................................................................…....... 57
APPENDIX G: DESIGN OF TWO-WAY SLAB ............................................................................ 62
APPENDIX H: DESIGN OF COLUMN (TIED) .............................................................…............. 65
APPENDIX L: COST ESTIMATES ............................................................................................... 66
APPENDIX M: Bibliography ................................................................................………............... 69
