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Nuttapong Zunthonaroon




PERSONAL


Contact address:                      https://www.facebook.com/zunthonaroon
                                                 Tel: 083-992-6558
Married Status:                         Single
Religion                                   Roman Catholic
Citizenship:                              Thai
Language:                               English, Thai

Skill
Computer Skill:                           Microsoft Project, Word, Excel, Power Point, Access, One Note, Internet, Revit Structure 2012,  Auto Cad 2012, Grasp, ACECOMS GEAR2003, Etab v.9.7.3, Safe v.12,Sap2000 v.15, Photoshop,
Hobbies                                       Playing Football, Swimming, Playing Golf, Playing Guitar, Thai Flute, Badminton, and Table-Tennis
           

Education


May 2012 – Present                 M.Eng. Civil Engineering Materials, Thailand
King Mongkut Mongkut’s University of Technology-North Bangkok Thailand,

Oct. 2006 – Present                 B.A. (Political Science), School of Political Science, Thailand
                                                Sukhothai Thammathirat Open University, GPA Pass

May 2006 – Mar.2010             B.Eng. Civil Engineering, Thailand
King Mongkut Mongkut’s University of Technology-North Bangkok Thailand, ranked 2th from the class 83 students, GPA 3.40

May 2003 – May 2006            Vocational Certificate in Technical Education (Civil Construction and Environment), Thailand King Mongkut Mongkut’s University of Technology-North Bangkok Thailand, GPA 3.28
Reference: Assoc.Prof. Dr.  Sittichok  Soontonopa

May 2000 – May 2003            Secondary School Certificate. Joseph Upatham School Bangkok Thailand, GPA 2.60
Reference: Director:  Sakchai Sapappamai

May 1993 – May 1999            Primary School Certificate. Saint Mary of Lourd School Bangkok Thailand, GPA 2.50

Working and Experience


Feb. 2013 – Mar. 2013           Civil Engineer, Geotechnical & Foundation Engineering Co., Ltd.
                                            is a member of TEAM Group Bangkok

·        Metropolitan Rapid Transit Chaloem Ratchamongkhon Line, MRT Blue Line

-        Measure Displacements at Depths Using Rods of Different Lengths in Soil Layer
-        Measure Pore Water Pressure with Piezometer, The Water Level in Piezometer Indicates The Pressure in The Aquifer
                                                                                                                                                         
May 2012 – Feb. 2013            Teaching and Research Assistant, King Mongkut Mongkut’s University of Technology-North Bangkok

-        Teach Engineering Statics
-         Standard Test Method for Potential Alkali Reactivity of Carbonate Rocks as Concrete Aggregates (Rock-Cylinder Method); ASTM C586-11
-         Standard Test Method Tensile Strength of Concrete Surfaces and the Bond Strength or Tensile Strength of Concrete Repair and Overlay Materials by Direct Tension (Pull-off Method); ASTM C1583
-        Standard Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotating-Cutter Method; ASTM C944


15 Aug.2011 – 7 May 2012     Structural Engineer ,Civil Park International Co., Ltd.

1 May 2012 – 7May 2012          BKK-Chongnonsi, Mahanakhon, Tower A-HillR/C High Rise
Residential and Commercial Building 78th Floors(Including 5 Parking Floors), 3 Belt Truss & Outrigger System, The Highest in BKK Thailand 310 m
·         Location: Narathiwat-Ratchanakarin Rd., Bankok, Thailand
- Design Mat Foundation 71.7x48.2x4.5 m size on 114 Barrettes 1.2x3m size which were applied Load Capacity  2500 Ton/Pile so as to Applied Load form 12 Mega Columns and Shear Wall to be Capacity of 240,000 Tons by Sap 2000 V.15
- Arrange and Design Rebar in Mat Foundation
- Structural Drawing by Revit 2012 Program & AutoCad 2012


1 Apr.2012 - 30 Apr.2012       The Trust Residence Pattaya, 3-Building,Tower A,B,C  R/C High Rise Residential Building 8th Floors (Including 1 Parking Floors) 208 Residential Units, Constructive Area 8425 Square Meter, Project Size 5-1-97 Rai
·         Location: Phaniatchang,  Banglamung,  Chonburi

Calculated Optimize Cost Control & System Comparison

Vary Slab Size and Vary Strength Concrete for Minimum Cost then check rebar quantity include consider Model Deform Suitability

Flat Plate  Cost Efficiency Study

- Quickly Look- Real Building Slab System
- Slab System Types (Flat Plate, Drop Panel, Column Capital, Flat Slab, Column-Band, Band-Beam, Stiffeners, Joists, Girders, Ribs)
                                    
- Selection of Slab Systems
·         Consider Restriction on Total Height
·         Floor Usage
·         Space Requirements
- Preliminary sizing
·         Thickness Based on Deflection and Vibration Control
·         Check Thickness for Shear
·         Check for Minimum Steel and Maximum Spacing
- Methods for Analysis and Design
- Modeling of Slab
-Analysis and Behavior
- Building Sway Deform
- Time Periods (s)
- Global Load (Gravity Load, Lateral Load (Seismic, Wind)) in -Foundation
- Shear Stories
- Displacement Stories
- Concrete Quantity
- Rebar Quantity
- Total Cost
- Compare Total Cost
- Variable Cost
- %Variable Cost

Vary Strength Concrete and Very Rebar in Vertical Component each
Thick Sizes for Minimum Cost 
include consider Model Deform Suitability

Vertical Components (Bearing-Wall, Internal-Wall ) Cost Efficiency Study

- Vary Concrete Strength
- Vary Rebar Strength
- Vary Size Vertical Component (if can negotiate architects)
Such as Acts, Salable Areas,
- Building Sway Deform
- Time Period (s)
- Global Loads (Gravity Load, Lateral Load) in Foundation
- Shear Stories
- Displacement Stories
- Concrete Quantity
- Rebar Quantity
- Total Cost
- Compare Total Cost (Such Compare between Salable Areas with Vertical Component Sizes consider both Concrete Strength
%Rebar and Rebar Strength as design code)
- Variable Cost
- %Variable Cost
                                                Note: All case can use engineer’s sense in order to reduce time.

Overall Structural Design
                                                - Pile Foundation (Isolate Footing with Prestressed Concrete Pile Safe Load 50 ton/unit Pile Tip -10 m
                                                - Design Bearing Wall at Ground Floor Thick=12 cm by Etab Program
- Design Precast Wall & Non-Bearing Wall at Ground-8th Floor, Thick=10 cm by Etab Program
- Design Flat Plate at Ground Floor, Thick=20 cm: Span 5.25 m by Safe Program
- Design Flat Plate at 2nd-8th Floor, Thick=15-17.5 cm: Span 5.25 m by Safe Program
- Design Flat Plate, Thick=15-20 cm: Span 5.25 m at Roof Structure by Etab Program
- Design R/C Stair Structure by Hand+Etab
- Structural Drawing by Revit 2012 Program & AutoCad 2012
Reference: Manager Director, Suda Taleongpong, Buddhi S. Sharma

Feb.2012 – 30 Apr.2012      Manor Sanambin Nam (MSBN) Major Development,5-Building,Tower A-B  R/C High Rise Residential Building 25 th Floors (Including 5 Parking Floors) 750 Residential Units, Constructive Area 90,000 Square Meter ,Tower C-D  R/C High Rise Residential Building 41st Floors 1250 Residential Units, Constructive Area 130,000 Square Meter and 1 Commercial Building, 3 Storey, 36,320Square Meter, Size 13-3-8 Rai
·         Location: Sanambinnam Rd., Mueang, Nonthaburi

Calculated Minimum Cost Control & System Comparison

Vary Slab Option such as Drop Panel, Column Band, Band Beam, Edge Beam and Hammer Head in Vertical Component and Vary Strength Concrete for Minimum Cost then check rebar quantity include consider Model Deform Suitability

Flat Plate (Drop Panel, Column-Head, Flat Slab, Column-Band, Band-Beam,) Cost Efficiency Study

- Quickly Look- Real Building Slab System
- Slab System Types (Flat Plate, Drop Panel, Column Capital, Flat Slab, Column-Band, Band-Beam, Stiffeners, Joists, Girders, Ribs)

- Selection of Slab Systems
·         Consider Restriction on Total Height
·         Floor Usage
·         Space Requirements
- Preliminary sizing
·         Thickness Based on Deflection and Vibration Control
·         Check Thickness for Shear
·         Check for Minimum Steel and Maximum Spacing
- Methods for Analysis and Design
- Modeling of Slab
-Analysis and Behavior
- Building Sway Deform
- Time Periods (s)
- Global Load (Gravity Load, Lateral Load (Seismic, Wind)) in Foundation
- Shear Stories
- Displacement Stories
- Concrete Quantity
- Rebar Quantity
- Total Cost
- Compare Total Cost
- Variable Cost
- %Variable Cost
Vary Strength Concrete and Very Rebar in Vertical Component each
Thick Sizes then check Hammer Head Think Vertical Component for Minimum Cost 
include consider Model Deform Suitability

Vertical Components (Bearing-Wall, Column, Hammer-Head, Internal-Wall ) Cost Efficiency Study

- Vary Concrete Strength
- Vary Rebar Strength
- Vary Size Vertical Component (if can negotiate architects)
Such as Acts, Salable Areas,
- Building Sway Deform
- Time Period (s)
- Global Loads (Gravity Load, Lateral Load) in Foundation
- Shear Stories
- Displacement Stories
- Concrete Quantity
- Rebar Quantity
- Total Cost
- Compare Total Cost (Such Compare between Salable Areas with Vertical Component Sizes consider both Concrete Strength
%Rebar and Rebar Strength as design code)
- Variable Cost
- %Variable Cost
Develop probable construction cost estimates for the projects within the department
Make presentation report to propose owner 
Modification Designs
Modification Construction

                                                Note: All case can use engineer’s sense in order to reduce time.
Reference: Manager Director, Suda Taleongpong, Buddhi S. Sharma
           

Jan.2012 – 31 Jan.2012         Smart Condominium Onnuch R/C Club House, 1-Storey,       360 Square Meter,1 Building Unit  
·         Location: Latkrabang  Rd., Latkrabang, Bankok
- Handle Responsibility for Schematic or Conceptual Layouts

Overall Structural Design
                                                - Design Isolate Foundation with Prestressed Concrete Pile Safe Load 30 Ton/unit under Swimming Pool Slab Size 0.25x15.5x7.85 m
                                                - Design Isolate Foundation with Prestressed Concrete Pile Safe Load 18 Ton/unit under Fitness Room
                                                - Design R/C Wall Thk. 25cm by Etab
                                                - Design R/C Beam by Etab
                                                - Design Flat Plate on Roof by Safe
                                                - Design Steel Stair, Steel Beam, Steel Column by Etab
                                                - Design R/C Retaining Wall
                                                - Design Project Fences Length 200 m.
Reference: Manager Director, Suda Taleongpong, Buddhi S. Sharma

15 Sep.2011 – 30 Dec.2011         Smart Condominium Onnuch R/C Building4-Storey, 990 Square Meter, 10 Building Unit for Residential Buildings, 1 Building Unit for Commercial-Residential Building,
·         Location: Latkrabang , Latkrabang, Bankok

Overall Structural Design
                                                - Design Mat Foundation and Isolate Foundation with Prestressed Concrete Pile Safe Load 26-30 Ton/unit
                                                - Design Bearing Wall at Ground-4th Floor Thick=12 cm by Etab Program
- Design Precast Wall & Non-Bearing Wall at Ground-4th Floor, Thick=10 cm by Etab Program
                                                - Research design slab options
 - Design Plank on Beam at Ground Floor, Thick=10 cm by Etab
- Design Flat Plate at Ground Floor, Thick=10 cm by Safe Program
- Design Flat Plate at Ground-4th Floor, Thick=15-18 cm by Safe Program
- Design Steel Roof Structure: Span 3.5 m by Etab Program
- Design R/C Stair Structure by Hand+Etab
- Structural Drawing by Revit 2012 Program
Reference: Manager Director, Suda Taleongpong, Buddhi S. Sharma


26 Ap2010 –     Jun.2011          Civil Engineer, Tri Construction Management Co., Ltd.
The Niche Taksin, Bangkok

R/C High Rise Residential Building 20th Floors (Including 4 Parking Floors) 193 Residential Units and 1 Commercial Unit Size 1-1-18 Rai Constructive Area 14,524 Square Meter
·         Location: Intharapithak Rd.,  Hiranruchi,  Thonburi,  Bangkok

-High Rise Building Construction Management to the Standard of Engineering.
-Perform Field Activities such as Observe and Record Existing Field Conditions, Take and Verify Measurements within Project Area
-Supervise and Control the Quality, Cost and Safety of the Construction Works to ensure that it is executed in Accordance with the Contract Specifications and Drawings.
-Control Specification in Construction Engineering and Materials Engineering Standards of Design.
- Improve Structural Shop Drawing Modified to Match the Architectural Work under Acts. 
-Coordinate Work with Other Disciplines such as Architectural, Mechanical, Electrical, etc. Handle Routine Contract Administration to Operate Efficiently and Effectively.
   
-Coordinate with the Contractor; Supplier.
-Verify the Payment Structure and Architecture.
-Observe and Witness Field Test.
- Review Shop Drawings.
-Follow up Closely the Progress of Work, Detect Delays, and Seek Solutions to Overcome Delays.
-Ascertain and Determine the Quality of Work in Conjunction with the Quantity Surveyor and Measure the Value of Executed Work for Payment Purpose.
 -Conclude Summary Results of the Monthly Report.
- Investigation of The Amount of Increase Material or Decrease Material from Operation Sites that is Erroneous from BOQ or As Built Fact-
Finding for Ethically Responsibility.
-Responses the Value of Maintaining a Safe Work Environment, Make Safety and Health a Top Priority.
Reference: Manager Director, Karan Ueathamthawon

Jul. 2009- Mar. 2010                              Research Student, National Science and Technology Development Agency, National Metal and Materials Technology Center, Thailand
Dissertation “The Green Lightweight Concrete Mixed with Lightweight Aggregates from Aluminum Waste and Silt Sediment”
                                               

Mar. 2009- Jun. 2009               Apprentice Student, National Science and Technology Development Agency, National Metal and Materials Technology Center, Thailand
Title Project “The Porous Lightweight Ceramic Aggregates with Industrial Silt Wastes for Green Lightweight Concrete”

AWARDS AND SCHOLARSHIPS


                                                                                                                                                                  
Aug. 2009                                Admire Awards in 3rd INSEE Lightweight Concrete Competition 


Jul. 2009                                  Young Scientist and Technologist Programmer Scholarship
                                                               

Jan. 2003                                 1st Awards, Composite of a Computer Competition


Jan. 2003                                 Admire Awards, Microsoft Powerpoint Competition


ATTENDING COMPETITION



Sep.2012                                 6th Lightweight Concrete Competition
                                               

Jan. 2008                                 The Steel Bridge Steel Competition
                                               

TRAINING AND OTHER


Apr. 2011                         Participated in Seminar on Software Technologies for Analysis and Structural    Design                        


Oct. 2002                                 Trained at Joseph Upatham English Camp




โหงวเฮ้ง ?

          
      โหงวเฮ้งเป็นศาสตร์โบราณนานนับ 3,000 ปี ที่นักปราชญ์จีนโบราณได้ทำการวิจัยเก็บรวบรวมสถิติ และนำมาใช้ในการอ่านอุปนิสัยและวาสนาของแต่ละบุคคล พร้อมทั้งยังสามารถสร้างความสำเร็จให้ชีวิตและธุรกิจ โดยการนำไปใช้ในการคัดสรรบุคคลากรให้เหมาะสมกับตำแหน่งงาน เฉกเช่นองค์การใหญ่ๆ ระดับประเทศหลายองค์กร  สามารถนำศาสตร์ดังกล่าว ไปใช้ให้เกิดคุณประโยชน์สูงสุดเพื่อความสำเร็จในชีวิต




             การดูโหงวเฮ้ง ก็คือ การดูส่วนประกอบบนใบหน้า 5 จุด ซึ่งประกอบด้วย หู ตา จมูก ปาก และหน้าผาก แต่แท้จริงแล้ว หากเราจะทำนาย ทายทักบุคคลในเรื่องของโหงวเฮ้งนั้น ส่วนอื่นๆ ก็สามารถนำมาประกอบได้ ทั้งคิ้ว คาง เสียง ผิวพรรณ รวมถึงนิ้วมือด้วยค่ะ และเพื่อให้ง่ายต่อการเข้าใจ สามารถนำไปสำรวจโหวงเฮ้งของตัวเอง และคนข้างได้ เราแยกย่อยมาเป็นส่วนๆ 

1. หู จะเดินที่อายุ 1 - 14 ปี รวม 14 ปี
2. หน้าผาก จะเดินที่ 15 - 30 ปี รวม 16 ปี
3. คิ้ว จะเดินที่ 31 - 34 ปี รวม 4 ปี
4. ตา เดิน 35 - 40 ปี รวม 6 ปี
5. สันจมูกและโหนกแก้ม 41 - 50 ปี รวม 10 ปี
6. เหนือปาก จะเดิน 51 - 59 ปี รวม 9 ปี
7. ปากและโหนกแก้มล่าง 60 - 69 ปี รวม 10 ปี
8. คางและรอบใบหน้า 70 - 100 ปี รวม 31 ปี