MINISTRY OF EDUCATION AND TRAINING HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION FACULTY FOR HIGH QUALITY TRAINING GRADUATION THESIS CIVIL ENGINEERING TECHNOLOGY DANG KHOA LUXURY APARTMENT ADVISOR : ASSOC. LE ANH THANG STUDENTS : NGUYEN DANG KHOA SKL010813 Ho Chi Minh City, June 2023 HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION FACULTY FOR HIGH QUALITY TRAINING CAPSTONE PROJECT DANG KHOA LUXURY APARTMENT Student name: NGUYEN DANG KHOA Student ID: 19149081 Course: 2019 Major: CIVIL ENGINEERING Advisor: ASSOC. LE ANH THANG Ho Chi Minh City, June 2023 Faculty for High Quality Training – HCMC University of Technology and Education THE SOCIALIST REPUBLIC OF VIETNAM Independence – Freedom – Happiness -------- Ho Chi Minh City, June, 2023 CAPSTONE PROJECT ASSIGNMENT Student name: NGUYEN DANG KHOA Student ID: 19149081 Major: Civil Engineering Class: 19149CLA1 Advisor: Assoc. LE ANH THANG Phone number: 0896431529 Date of assignment: 05/02/2023 Date of submission: 22/06/2023 1.
Project title: DANG KHOA LUXURY APARTMENT 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. Construction: - Underground construction. 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, January, 2022 ADVISOR’S EVALUATION SHEET Student name: NGUYEN DANG KHOA Student ID: 19149081 Major: Civil Engineering Class: 19149CLA1 Project title: DANG KHOA LUXURY APARTMENT Advisor: Assoc.
LE ANH THANG EVALUATION 1. Content of the project:. Approval for oral defense? (Approved or denied) .) Thu Duc City,… month… day,… year ADVISOR (Sign with full name) THE SOCIALIST REPUBLIC OF VIETNAM Independence – Freedom– Happiness -------- Ho Chi Minh City, June, 2023 PRE-DEFENSE EVALUATION SHEET Student name: NGUYEN DANG KHOA Student ID: 19149081 Major: Civil Engineering Class: 19149CLA1 Project title: DANG KHOA LUXURY APARTMENT Advisor: Assoc. LE ANH THANG Name of Reviewer: Assoc.
Content and workload of the project:. Approval for oral defense? (Approved or denied) .) Thu Duc City, month day, year REVIEWER (Sign with full name) THANK-YOU Graduation thesis Civil Engineer brings a big and memorable milestone in my student life and profession. The thesis has helped me synthesize and apply knowledge during 4 years of university and this is considered as the first work of my life. It is fortunate that accompanying me in the process of making the thesis are extremely caring lecturers, who conveyed the knowledge I lacked and inspired the profession.
I would like to thank Mr. Le Anh Thang the main instructor for my Thesis, who has been my companion for nearly a year, who has imparted a lot of useful knowledge to me. Thesis making process and for the future. In addition, I would also like to thank the lecturers who have accompanied me through the past subjects, the teachers in the department, the faculty who helped me solve the problems that students encountered, thank you teachers.
in the training room who accompanied me through every course registration, … thank you to everyone who has been a part of UTE, a part of my youth. Thu Duc City, June 2023 Student NGUYEN DANG KHOA CAPSTONE PROJECT CHAPTER 1. OVERVIEW OF ARCHITECTURE BUIDING. Elevation and height of the building:.
Architectural solutions for projects:. Sectional and structural solutions:. Facade and cube solutions:. Construction traffic solutions:.
Structural solutions of architecture:. Other technical solutions:. Water supply system:. Fire protection system:.
Anti-lightning system:. Garbage drainage system:. OVERVIEW OF BUILDING STRUCTURE. Structure calculation basis:.
Selection of structural solutions:. Analysis and selection of body structure solutions:. Solution for foundation structure:. Materials used for the project:.
Preliminary dimensions for components of building:. Typical floor structure plan:. LOAD AND IMPACT. Load the floor layers:.
Calculate the static component of the wind load:. Calculate the dynamic component of the wind load:. Wind load combination:. Calculation theoretical basis:.
Vibrational response spectroscopy method:. Combination of components of horizontal seismic action:. TYPICAL FLOOR DESIGN. Applicable standards and design outline:.
Materials used and preliminary components:. Load and impact:. Calculation of floor according to TTGHI:. Sequence of floor calculation:.
Calculation of reinforcement for floor cells:. Calculation of floor according to TTGH II:. Check crack formation:. Check crack expansion:.
Combination of internal forces calculated according to TTGH II:. Crack calculation according to TCVN 5574:2018:. Check deflection of structures: .70 CHAPTER 5: FRAME DESIGN. Elevation of frame in Etabs:.
Model frame in Etab:. Design the reinforcement for beam:. Calculate longitudinal reinforcement for beam:. Stirrup for beam:.
Anchor rebar for beam:. Length of reinforced anchor section:. Reaction at the base of the column:. Design the reinforcement for column:.
Calculate the longitudinal rebar for column:. Results for selecting column rebar:. Stirrup for column:. Check the bearing capacity of the column with an interactive chart:.
Assign pier element and get internal force from Etabs:. Select method and calculate pier element:. Check bearing capacity of the wall with the interactive chart:. Check the top displacement of the building:.
Check the relative horizontal displacement between floors:. Relative horizontal displacement between floors due to wind:. Equivalent horizontal displacement between floors due to earthquake:. Check anti-displacement: .142 CHAPTER 6: GEOLOGICAL STATISTIC.
Determine the standard value, the calculated value of the physical and mechanical properties of the soil: .147 4 CHAPTER 7: BORED PILE. Determine the calculated ground:. Determine the depth of the base:. Pile structure and size:.
Pile tip height and pile length:. Calculation of bearing capacity of bored piles:. Bearing capacity of the pile according to the material. Bearing capacity of the pile according to the physical and mechanical criteria of the ground:.
Load capacity of piles according to ground strength:. Bearing capacity of piles according to the SPT test results (formula of the Japanese Institute of Architects 1988):. Determination of design load:. 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 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 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 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 diagram for stairs:. Internal force of stairs:.
Load acting on final beam:. Calculation of reinforcement:. Check the shear resistance of the skirtboard: .232 CHAPTER 9: WATER TANK. Load of top plate:.
Load of bottom plate:. Calculate reinforcement of plate:. Table of load combinations of the wall:. Calculate reinforcement: B30; CB300-T.
Check the crack for bottom plate:. Check expansion of crack for bottom plate:. Check the crack for wall:. Check expansion of crack for wall:.
Calculate reinforcement of beam:. Length of reinforced anchor section:. Reinforced stirrup for beam: .249 CHAPTER 10: UNDERGROUND CONSTRUCTION. Bored pile and construction plan:.
Data for pile construction:. Bored pile by Bentonite solution to hold the hole wall:. The system of drilling technology Kelly Bar:. Choose construction equipment and vehicles:.
Bored pile construction process:. Locating the heart of pile:. Lower the wall pipe (casing pipe):. Washing the bottom of the borehole: .7 Remove the wall pipe:.
Check pile quality:. Calculate the volumn of bored pile construction:. Pile construction time:. Mass of Bentonite:.
Number of construction workers 1 pile/shift: .264 9 LIST OF TABLE CHAPTER 1. OVERVIEW OF ARCHITECTURE BUIDING. No table of figures entries found. OVERVIEW OF BUILDING STRUCTURE.
Summary table of floor sizes. Preliminary cross-section of the side and corner column. Preliminary cross-section of the middle column. LOAD AND IMPACT.
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. Load acting on slab. Summary table of active loads. Calculation of static wind in the centre X direction.
Calculation of static wind in the centre Y direction. Table of values for calculating dynamic components of wind loads in the X direction. Table of values for calculating dynamic components of wind loads in the Y direction. Summary table of calculated values of the static and dynamic components of the wind load acting on the building.
Parameter values describing the vertical elastic response spectrum. Load combination by ultimate limit state. Load combination by service limit state. Table check max defection of combination SLS2 SLS3 SLS4 SLS5:.
Error! Bookmark not defined. TYPICAL FLOOR DESIGN. Calculation table of floor reinforcement in X direction. Calculation table of floor reinforcement in Y direction.
Table of combination of internal forces. Geometrical features of the section. Internal force of B33. Calculated reinforcement of beam on story 2.
C7 middle column steel sheet. C4 corner column steel sheet. C3 boundary column steel sheet. Stirrup for column C7.
Stirrup for column C4. Stirrup for column C3. Data of LOI_1. Rebar for LOI_1 wall.
Rebar for LOI_2 wall. Rebar for LOI_3 wall. Rebar for LOI_4 wall. Rebar for LOI_5 wall.
Rebar for LOI_6 wall. Rebar for LOI_7 wall. Rebar for LOI_8 wall. Rebar for LOI_9 wall.
Rebar for LOI_10 wall. Rebar for LOI_11 wall. Take combos SLS2(x axis) and SLS4(y axis) to check condition:. Take combos SLS18 (x axis) and SLS19 (y axis) to check condition:.
Coeficient of variation. Statistical standard value. Geomechanical index statistics. Statistical table of geomechanical properties.
Limit state statistics table. BORED PILE Table 7. Table of average resistance strength on the pile. Calculation table of average resistance of stick soil piles.
Pile load capacity according to SPT. Summary table of extreme load capacity. Piles subjected to compressive load. F1 foundation calculation load combination.
Parameter table of pile layout. Table for determination of average friction angle 𝜑𝑖. Calculation of soil volume in conventional foundation blocks. Table of loads to the bottom of the conventional foundation.
Stress table at the bottom of the conventional foundation block. Average stress of pile foundation, 𝜎𝑣𝑝′. Coefficients calculating the bearing capacity of the foundation (ULS II). Compression test results.
Check settlement condition. Steel calculation in the X direction of foundation base F1 .