MINISTRY OF EDUCATION AND TRAINING HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION FACULTY FOR HIGH QUALITY TRAINING CAPSTONE PROJECT CIVIL ENGINEERING TECHNOLOGY TAN TAO 1 APARTMMENT BUILDING LECTURER: ASSOC. LE ANH THANG STUDENT: TRAN XUAN PHONG SKL010478 Ho Chi Minh City, August 2022 HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION FACULTY FOR HIGH QUALITY TRAINING CAPSTONE PROJECT TAN TAO 1 APARTMMENT BUILDING Student: TRAN XUAN PHONG Student ID: 18149026 Course: 2018 Major: CIVIL ENGINEERING TECHNOLOGY Advisor: ASSOC. LE ANH THANG Ho Chi Minh City, August 2022 Faculty for High Quality Training – HCMC University of Technology and Education HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION FACULTY FOR HIGH QUALITY TRAINING CAPSTONE PROJECT TAN TAO 1 APARTMMENT BUILDING Student: TRAN XUAN PHONG Student ID: 18149026 Course: 2018 Major: CIVIL ENGINEERING TECHNOLOGY Advisor: ASSOC. LE ANH THANG Ho Chi Minh City, August 2022 Faculty for High Quality Training – HCMC University of Technology and Education THE SOCIALIST REPUBLIC OF VIETNAM Independence – Freedom – Happiness -------- Ho Chi Minh City, August 26th, 2022 CAPSTONE PROJECT ASSIGNMENT Student name: TRAN XUAN PHONG Student ID: 18149026 Major: Civil Engineering Technology Class: 18149CLA2 Advisor: Assoc.
LE ANH THANG Phone number: 0938308076 Date of assignment: 24/08/2022 Date of submission: 13/02/2023 1. Project title: TAN TAO 1 APARTMENT BUILDING 2. Initial materials provided by the advisor: - Architectural profile of the project. - Geotechnical profile of the project.
Content of the project: a. Architectural: - Introduction to the architecture of the project. - Functions of building architecture. - Show architectural drawings.
Structural: - Modeling, analyzing, calculating and designing typical slab. - Modeling, analyzing, calculating and designing typical stairs. - Check the overall stability of the project. - Modeling, analyzing, calculating, designing frames, columns, rigid wall, core.
- Modeling, analysis, calculation and design of bored pile foundation. - Modeling, analyzing, calculating and designing water tanks. Final product: - 01 explanation. CHAIR OF THE PROGRAM ADVISOR (Sign with full name) (Sign with full name) THE SOCIALIST REPUBLIC OF VIETNAM Independence – Freedom– Happiness -------- Ho Chi Minh City, August 26th, 2022 ADVISOR’S EVALUATION SHEET Student name: TRAN XUAN PHONG Student ID: 18149026 Major: Civil Engineering Technology Class: 18149CLA2 Project title: TAN TAO 1 APARTMENT BUILDING Advisor: Assoc.
LE ANH THANG EVALUATION 1. Content of the project:. Approval for oral defense? (Approved or denied) .) Ho Chi Minh City, month day, year ADVISOR (Sign with full name) THE SOCIALIST REPUBLIC OF VIETNAM Independence – Freedom– Happiness -------- Ho Chi Minh City, January 20, 2020 PRE-DEFENSE EVALUATION SHEET Student name: TRAN XUAN PHONG Student ID: 18149026 Major: Civil Engineering Technology Class: 18149CLA2 Project title: TAN TAO 1 APARTMENT BUILDING Advisor: Assoc. LE ANH THANG Name of Reviewer: Assoc.
HA DUY KHANH EVALUATION 1. Content and workload of the project:. Approval for oral defense? (Approved or denied) .) Ho Chi Minh City, month day, year REVIEWER (Sign with full name) ACKNOWLEDGEMENT For each construction student, the Capstone Project is like a big first project in life when preparing to end the study process at the University, and at the same time opening up a new direction in life. reality in the future.
Through the process of doing the Project, I have more opportunities to synthesize and systematize the knowledge I have learned, and at the same time collect and add new knowledge that I still lack, practice my calculation ability. and solve problems that may arise in practice. During the time of writing my thesis, I have received a lot of guidance and enthusiastic help from Mr. Le Anh Thang.
I would like to express my sincere and deepest gratitude to Mr. Le Anh Thang. The knowledge and experience that you have imparted to me is the foundation, the golden key for me to be able to complete this Capstone Project. Although I have tried my best, but due to limited knowledge and experience, it is difficult to avoid errors in my project, I hope to receive your guidance so that I can try and improve my skills, improve your knowledge.
Finally, I would like to wish you success and good health so that you can continue your career of imparting knowledge to the next generation. Thank you sincerely. Ho Chi Minh City, February 12, 2023 Student TRAN XUAN PHONG TABLE OF CONTENTS CHAPTER 1: PROJECT OVERVIEW. Purpose of building construction:.
Location and project characteristics:. Scale of construction works:. Construction ground solutions:. Construction traffic solutions:.
20 CHAPTER 2: STRUCTURAL OVERVIEW. Analysis and selection of structural:. Vertical structural system:. Horizontal structural system:.
Solution for underground structure:. Slab cross-section:. Beam cross section:. Column cross-section:.
Section of the wall:. 25 CHAPTER 3: LOAD AND IMPACT. Self-weight of the structure:. Weight of retaining wall and fixed wall:.
Finished load weight:. Analysis of building dynamics:. The volume of participation fluctuates:. Specific oscillate survey:.
Space frame model:. Static component of wind load:. Dynamic component of wind load:. Floor plan and section of stairs:.
Choose the preliminary size of the stairs:. Load acting on the landing:. Load acting on the skirtboard:. Load acting on beam:.
Calculation of reinforcement:. Check the shear resistance of the skirtboard:. 57 CHAPTER 5: TYPICAL FLOOR DESIGN. Dead loads acting on the floor:.
Live load acting on the floor:. Set up calculation scheme:. Floor test by limit state I:. Sequence of calculation of reinforcement for floor:.
Calculation and arregement rebar for floor:. Floor test by limit state II – section 8. Check for crack formation according to section 8. Check the crack width according to section 8.
Check the deflection of the floor:. 76 CHAPTER 6: FRAME DESIGN. Shape and size:. Evaluation of frame internal force results:.
Internal force diagram:. Displacement of the top of the building:. Check the relative horizontal displacement between floors:. Calculation of reinforcement:.
Theory of calculation of beam reinforcement:. Theory of calculation of stirrup for beams:. Apply calculation for reinforcement:. Apply calculation for sitirrup:.
Anchor rebar for beam:. Reinforced stirrup for beam:. Calculation of column rebar:. Apply column reinforcement calculation:.
Calculation of stirrup for columns:. Calculation of walls rebar:. Calculation of stirrup for walls:.108 CHAPTER 7: GEOGRAPHY OF CONSTRUCTIONS. Introduction to engineering geology:.
Number of geological boreholes:. Theoretical basis of geological data statistics:. Processing and statistics to calculate the foundation:. Determine the standard value, the calculated value of the physical and mechanical properties of the soil:.
Determination of standard characteristics and calculated values:. Notes when statistics:. Statstics on specific gravity of particles Gs (kN/m ):. Liquid limit LL (%):.
Plastic limit PL (%):. Shearing resistance according to applied pressure c, φ:.121 CHƯƠNG 8: BORED PILE FOUNDATION PLAN DESIGN. Introduce about bored piled foundation:. Contents of foundation and pile foundation design:.
Structure and size:. Pile-cap structure:. Calculating the bearing capacity of a single pile:. Piles bearing capacity by material:.
Piles bearing capacity according to ground criteria:. Design bearing capacity:. Calculation internal force:. Calculate and arrange the number of piles in the work:.
Stress test under conventional foundation block:. Checking for settlement of conventional foundation blocks:. Checking for shear condition for cap:. Check foundation penetration:.
Calculation of reinforcement for the foundation cap:. Calculation of piles with horizontal load:. Checking pile horizontal displacement and ground stability around the pile:. Checking pile shear capacity:.
Calculation internal force:. Calculate and arrange the number of piles:. Stress test under conventional foundation block:. Checking for settlement of conventional foundation blocks:.
Checking for shear condition for cap:. Check foundation penetration:. Calculation of reinforcement for the foundation cap:. Calculation of piles with horizontal load:.
Check pile horizontal displacement and ground stability around the pile:. Checking pile shear resistance:. Corner foundation design (F3):. Calculation internal force:.
Calculate and arrange the number of piles in the work:. Stress test under conventional foundation block:. Checking for settlement of conventional foundation blocks:. Checking for shear condition for cap:.
Calculation of reinforcement for the foundation cap:. Calculation of piles with horizontal load:. Checking horizontal displacement:. Checking pile shear resistance:.
Calculation internal force:. Calculate and arrange the number of piles:. Stress test under conventional foundation block:. Checking for settlement of conventional foundation blocks:.
Checking for shear condition for cap:. Calculation of reinforcement for the foundation cap:. Calculation of piles with horizontal load:. Check pile horizontal displacement:.
Checking pile shear resistance:. 230 CHAPTER 9: WATER TANK. Calculate water flow:. Beam, column of tank:.
Load of top plate:. Load of bottom plate:. Calculate reinforcement of plate:. Table of load combinations of the wall:.
Calculate reinforcement: B30; CB400-V. Check the crack for bottom plate:. Check for crack formation according to section 8. Check the crack for the wall:.
Check for crack formation according to section 8. Check for the deflecton:. Check for the deflection for top plate:. Check for the deflection for bottom plate:.
Calculate reinforcement of beam:. Calculation rebar for beam:. Calculation stirrup for beam:. Anchor rebar for beam:.
Reinforced stirrup for beam:. 256 7 LIST OF TABLES CHAPTER 1: PROJECT OVERVIEW CHAPTER 2: STRUCTURAL OVERVIEW Table 2. The compressive strength of concrete for the components. Specifications of CB400-V and CB300-T.
Total slab thickness. Beam cross-sectional dimentions of typical slab. Column section preliminary of 2,5 – axis. Column section preliminary of remaining columns.
24 CHAPTER 3: LOAD AND IMPACT Table 3. Load acting on slab. Dead loads on the slab bedroom, kitchen, dining room and living room. Dead loads acting on the toilet slab.
Dead loads acting on the terrace slab. Dead loads acting on the roof slab. Dead loads acting on the basement slab. Summary table of active loads.
Period and frequency table of oscillation. Frequency period and percentage of mass involved in fluctuating. Table of wind pressure according to the map of wind pressure zoning. Wind load according Y – direction.
Wind load according X – direction. Calculated fi, ei, xi, yi in Y-direction. Calculated wind load dynamics in the Y-direction. Calculated fi, ei, xi, yi in X-direction.
Calculated wind load dynamics in the X-direction. Load combination by ultimate limit state. Load combination by service limit state. 46 8 CHAPTER 4: STAIRS Table 4.
Load acting on landing. Load active on skirtboard. Dead load acting on the slab. Calculating reinforcement for skirtboard.
Calculating reinforcement for beam. 58 CHAPTER 5: TYPICAL FLOOR DESIGN Table 5. Spreadsheet of floor steel in X direction. Spreadsheet of floor steel in Y direction.
Load combination to calculate and check crack. Permissible crack limit check. 75 CHAPTER 6: FRAME DESIGN Table 6. Horizontal limit displacement fu according to structural requirements.
Combination table for checking floor displacement due to wind X, Y. Combination table checking floor displacement due to earthquake X, Y. Computational models of oblique eccentric columns. Internal force column C5 story 3 (1100mm x 1100mm).
Internal force column C5 terrace. Material and Preliminary selection. Internal force wall 2.107 CHAPTER 7: GEOGRAPHY OF CONSTRUCTIONS Table 7. Coeficient of variation.
Statistical standard value. Bulk density value statistics. Gs value statistics. Moisture content value statistics.
Liquid limit value statistics. Plastic limit value statistics.121 CHƯƠNG 8: BORED PILE FOUNDATION PLAN DESIGN Table 8. Punching concrete bored piles. Coefficient K in each soil layer around the pile.
Resistance coefficient of loose soil under the pile tip (M1). Soil resistance according to physico-mechanical criteria. Summary table of calculation parameters. Table of coefficients for calculating shear resistance under pile tip.
Table of Cu parameters from the UU experiment in the summary table. Calculation table of hip resistance of cohesive soil layer.