เพศ (สถานะภาพ)
ชาย (โสด)

สัญชาติ
ไทย

ศาสนา
คริส(คาทอลิก)

วันเกิด (อายุ)
19-ธันวาคม-2527    อายุ 38ปี

ส่วนสูง/น้ำหนัก
174 Cm    หนัก 74 Kg

สถานะภาพทางทหาร
ได้รับการยกเว้น (

จังหวัด (เขต)
นนทบุรี (ไม่ระบุ)

การติดต่อที่สะดวก
โทรศัพท์ , Email

สาขาวิชาชีพ
วิศวกรรมโยธา/สำรวจ

ลักษณะงานที่ต้องการ
งานประจำ (Full Time)

ระดับเงินเดือนที่ต้องการ
47,500บาท ขึ้นไป

แก้ไขข้อมูลล่าสุด
1 มี.ค. 2560

เข้าระบบครั้งสุดท้าย
18 พ.ย. 2564

การศึกษา จบการศึกษาแล้ว ในปี พศ. 2553

ประสบการณ์ทำงานทั้งหมด 7 ปี

พิมพ์ดีด
ไทย 60 คำ/นาที    อังกฤษ 60 คำ/นาที

ความสามารถการขับขี่
รถยนต์ ,รถจักรยานยนต์ ,

ยานพาหนะส่วนตัว
รถยนต์ ,รถจักรยานยนต์ ,

ความสามารถพิเศษอื่น ๆ
สามารถใช้โปรแกรม STAAD Pro, PCA-Column
AutoCad, SAP2000, Ansys, Microsoft-Office, Kyowa, NI
สามารถทำ Spread Sheet ออกแบบอาคาร / สะพาน
สามารถใช้เครื่องมือวัด Strain gage กับเครื่อง Data Logger (kyowa, NI)

โครงการ/ผลงาน
EMPLOYMENT RECORD
JANUARY 2015 - PRESENT
EMPLOYER : Freyssinet International Technical Support Corp.,Ltd
POSITION HELD AND DESCRIPTION OF DUTIES :
Bridge Engineer, he is responsible for analysis/design, make a drawing of construction stage
in bridge structure and other structures.
Detail of work in Freyssinet International Techincal Support.

November to December 2016
Kenh te Bridge – strengthening
Location : Vietnam
Responsibilities :
1) Check the capacity of existing approach structure
2) To determine the solution for strengthening I-Girder and design.
3) Detailed Design of I-girder.
Code : AASHTO 2007, Vietnam Code

October 2016 to November 2016
Long Span Bridge - lifting method
Location : Indonesia
Responsibilities :
1) To determine a solution for construction at specific area.
2) Design Lifting Gantry for Lifting Segments.
3) Details design of Lifting Gantry.
Code : Eurocode 3

September to October 2016
Existing KTMB Railway Track Overhead Bridge KM11.25 East Bound, Section C4 NKVE
Detail of this project
The bottom of girder of railway-bridge has damaged by the truck in the traffic and it need to repair or replace by new section. Preventing a crashing, it need required.
Location : Malaysia
Responsibilities :
1) Check the capacity of existing I-girder
2) To determine the best solution for strengthening I-Girder (If possible) and design.
3) Detailed Design of I-girder.
Code : Arema 2010

August to September 2016
Mtentu Bridge
Detail of this project
Location : South Africa
Responsibilities :
1) To provide a conceptual of the balance cantilever construction method by form traveler.


July to August 2016
Thu Thiem Bridge
Detail of this project
Location : Vietnam
Responsibilities :
2) Design Foundation for Incrementally Launching Method.
3) Detailed Design of Foundation for Incrementally Launching Method.
Code : Eurocode 2,3

May - July 2016
Cao Lanh Bridge, follow up
-Cao Lanh Bridge, Jumping platform
Detail of Project
Location : Vietnam
Responsibilities :
1) Review and check the drawing of Jumping platform.
2) Design check a Jumping platform.
3) Take recommendations to FVN.
Code : FEM 1.001, Eurocode 3

-Cao Lanh Bridge, Stair case.
Detail of Project
Location : Vietnam
Responsibilities :
1) Design check a stair case.
2) Design stair case bracings.
3) Detailed design stair case bracing.
4) Take recommendations to FVN.
Code : FEM 1.001, Eurocode 3

-Cao Lanh Bridge, C-platform
Detail of Project
Location : Vietnam
Responsibilities :
1) Design C-platform.
2) Detailed design C-platform.
3) Solve the problem for C-platform installation
4) Take recommendations to FVN.
Code : FEM 1.001, Eurocode 3


Febuary to March 2016
Unilever – Skylight & Skybridge
Detail of Project :
5 Stories building in Indonesia (Unilever), at 4th floor they make a walkway bridge to link both sides of building by Double-T girder (Sky-bridge).
Location : Indonesia
Responsibilities :
1) Design the Post tension Double T-girder of skybridge .
2) Detailed design the Post tension Double T-girder of skybridge.
3) Recommendation how to design the dapped-end of Double-T girder of sky bridge.
Code : Eurocode 2

July 2015 to January 2016
Hong Kong Metro
Detail of Project :
There are 5 Viaduct (A, B, C, D, E) in this project. We are working on Viaduct C and A by using kinematic launching gantry for erection segments of the bridge.
Location : Hong Kong
Responsibilities :
1) Contact with Hong Kong Team.
2) Make the drawing of Launching Methods and Erection Method of Launching Gantry for Viaduct C and A.

May to July 2015
Cao Lanh Bridge : Analysis and Design the Cable Anchorages System of the bridge.
- Cao Lanh Bridge project is part of Central Mekong Delta Region Connectivity Project (CMDRCP) in the Cao Lanh province. It is a 650 meters cable stayed bridge above water with a maximal 41.01 meters clearance on the central span. The 2-pylon height is 129.00 meters; they are used semi-fan cable stay system. The ratio H/L (pylon height / span length) is 1/5. The deck width is 27.5 meters cast in situ segment cells.
Location : Vietnam
Responsibilites :
1) Contract to Vietnam Team.
2) Analysis/ Design the cable anchorage system (formwork-tube, bearing plate).
3) Detailed design for cable’s system and drawing for cable’s installation.
4) Method for cable’s installation.
CODE : The Eurocode 2, The Eurocode 3 and The French B.A.E.L. 91 revise 99

April to May 2015
Sunway Lagoon retrofitting.
-Sunway lagoon bridge is pedestrian bridge in Malaysia which the cable need to repair or replace.
Location : Malaysia
Responsibilies :
1) Analysis force in cable and design cable.
2) Make a drawing for re-installation of cable.

March to April 2015
Pahoa School
-This project analysis base-shear due to seismic force of building structure (10-stories), checking shear capacity in each column at base floor.
Location : Indonesia
Responsibilities :
1) Analysis building structure by SDOF method to determine shear forces due to seismic forces at the bottom of columns at base floor and check shear capacities of columns.
2) Reduce shear forces due to seismic forces by taking base isolator at bottom of columns at base floor and analysis a building structure with base-isolator and check shear capacities of columns.
3) Make a drawing for base-isolator installation.
Code : ASCE 07-10

Febuary to March 2015
Cao Lanh Bridge : Reviewing and Commendation
- Cao Lanh Bridge project is part of Central Mekong Delta Region Connectivity Project (CMDRCP) in the Cao Lanh province. It is a 650 meters cable stayed bridge above water with a maximal 41.01 meters clearance on the central span. The 2-pylon height is 129.00 meters; they are used semi-fan cable stay system. The ratio H/L (pylon height / span length) is 1/5. The deck width is 27.5 meters cast in situ segments.
Location : Vietnam
Responsibilities:
1) Contract to Vietnam Team to make a calculation and drawing.
2) Review a drawing for construction of Cao Lanh Bridge and Provide a commendation of
drawing to client.
CODE : AASHTO2007

January to Febuary 2015
1. AP-JNKLT-KOSTRAD-PtPP
-This project is bridge’s construction in Indonesia. Type of bridge is segmental box girder which is constructed by SPAN-BY-SPAN Method.
Location : Indonesia
Responsiblilties :
1) Analysis step of erection (span by span method) by launching gantry.
2) Checking the stabilities of launching gantry while it working.
3) Make a drawing for construction stage.
Code : FEM 1.001

AUGUST 2014 – DECEMBER 2014
EMPLOYER : Aurecon Thailand Corp.,Ltd
POSITION HELD AND DESCRIPTION OF DUTIES :

Bridge Engineer, he is responsible for analysis, check and design of bridge structure and other
structures such as reinforced concrete structures, prestressed concrete structures in Project of
The Pacific Highway Oxley Highwayto Kempsey in Australia (OH2Ku) which Project Owner is
NSW Government (Transport Roads & Martitime Services). Expertise in utilizing commercial
structural analysis software.

Details of work in OH2Ku Project :
1. Bridge Structure

-Twin Bridges over Wilson River Floodplain at 23.3km North of Port Macquarie(SB6)
No of bridges : 2 (Twin-Bridges, Northbound bridge and Southbound bridge)
Location of bridges : From Taree to Kamsey
Type of bridge: Multi-Box Girder
No of carriageway : 2 carriageway.
No of lanes : 2 per bridge.
Width of bridge : 11.810 m per bridge.
Clear width of bridge : 10.500 m per bridge.
Width of lanes : 3.500 m per bridge.
No of spans : 7-spans
Span lengths : 20.875m - 21.200m (5times) – 20.875m
Overall length of deck on control line : 149.280m
Type of super-structure : Multi-Box Girder (Pretensioned-Girder)
Type of sub-structure : Abutment (Beam with Piles) and Pier (Beam with Piles).
Responsibilities : Analysis/Check the resultant forces with capacities of bridge
structures and Review the details of drawing-package and make a Report.
Code : Australian Standard Code, AS5100

-Twin Bridges over Wilson River Floodplain at 25.7km North of Port Macquarie (SB8)
No of bridges : 2 (Twin-Bridges, Northbound bridge and Southbound bridge)
Location of bridges : From Taree to Kamsey
Type of bridge: Multi-Box Girder Bridge
No of carriageways : 2 carriageways.
No of lanes : 2 per bridge.
Width of bridge : 11.810 m per bridge.
Clear width of bridge : 10.500 m per bridge.
Width of lanes : 3.500 m per bridge.
No of spans : 12-spans
Span lengths : 21.125m - 21.600m (10times) – 21.125m
Overall length of deck on control line : 238.550m
Type of super-structure : Multi-Box Girder (Pretensioned-Girder)
Type of sub-structure : Abutment (Beam with Piles) and Pier (Beam with Piles).
Responsibilities : Analysis/Check the resultant forces with capacities of bridge
structures and Review the details of drawing-package and make a Report.
Code : Australian Standard Code, AS5100

-Bridge over highway No.10 at Blackmans Point road Interchange 18.1km North of Port
Macquarie (SB14)
No of bridges : 2 (Southen Bridge and Northen Bridge)
Location of bridges : For Southen Bridge is from Blackmans Point Road to Blackmans
Service Road C and Northen Bridge is from Blackmans Service Road C to Blackmans
Point Road
Type of bridge: Super-Tee Girder Bridge
No of carriageway : 1 carriageway per bridge.
No of lanes : 1 per bridge.
Width of bridge : 11.310 m per bridge.
Clear width of bridge : 10.000 m per bridge.
Width of lanes : 5.000 m per bridge.
No of spans : 2-spans
Span lengths : 26.540 m – 26.540 m.
Overall length of deck on control line : 54.030m
Type of super-structure : Super-Tee Girder
Type of sub-structure : Abutment (Beam with Piles) and Double Pier (Potal frame with
Pad-footings).
Responsibilities : Analysis/Check the resultant forces with capacities of bridge
structures and Review the details of drawing-package and make a Report.
Code : Australian Standard Code, AS5100

-Bridge over Highway No.10 at Bill Hill Road Overpass at 21.6km North of Port Macquarie
(SB15)
No of bridge : 1
Location of bridge : From Old Pacific Highway to East Road
Type of bridge : Super-Tee Girder Bridge
No of carriageways : 2 carriageways
No of lanes : 2 lanes.
Width of bridge : 9.310 m
Clear width of bridge : 8.000 m
Width of lane = 3.000m
No of spans : 2-spans,
Span lengths : 28.45m – 27.772m.
Overall length of deck on control line : 57.074m
Type of super-structure : Super-Tee Girder (Pretensioned Box Girder)
Type of sub-Structure : Abutment (Beam with Piles) and Double Pier (Potal frame with
Piles-footings).
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.
Code : Australian Standard Code, AS5100

2. Underpass Structure
-SC01Fauna underpass at Oxley.
There are 4 underpass structure in SC01.
1) Fauna underpass at 11.14 km North of Port Macquarie, 1 Cell – 3000 x 3000 PCBC
(F1.04)
Location of underpass : Oxley
Type of culvert : PCBC 1 Cell of 3000 mm x 3000mm.
Overall length of Base slab on control line: 64.720 m
Overall length of Precast Concrete Crown units on control line : 50.220 m which is
20-units at 2440 mm (Full size) + 1-unit at 1220 (half size) with 10 max gaps.
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.
Code : AS5100

2) Fauna underpass at 11.77 km North of Port Macquarie, 1 Cell – 3000 x 3000 PCBC
(F1.62)
Location of underpass : Oxley
Type of culvert : PCBC 1 Cell of 3000 mm x 3000mm.
Overall length of Base slab on control line: 61.760 m
Overall length of Precast Concrete Crown units on control line : 47.770 m which is
19-units at 2440 mm (Full size) + 1-unit at 1220 (half size) with 10 max gaps.
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.

3) Fauna underpass at 19.80 km North of Port Macquarie, 1 Cell – 3000 x 3000 PCBC
(F9.70)
Location of underpass : Oxley
Type of culvert : PCBC 1 Cell of 3000 mm x 3000mm.
Overall length of Base slab on control line: 51.970 m
Overall length of Precast Concrete Crown units on control line : 37.970 m which is
15-units at 2440 mm (Full size) + 1-unit at 1220 (half size) with 10 max gaps.
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.

4) Fauna underpass at 21.76 km North of Port Macquarie, 1 Cell – 3000 x 2400 PCBC
(F11.67)
Location of underpass : Oxley
Type of culvert : PCBC 1 Cell of 3000 mm x 2400mm.
Overall length of Base slab on control line: 49.110 m
Overall length of Precast Concrete Crown units on control line : 37.970 m which is
15-units at 2440 mm (Full size) + 1-unit at 1220 (half size) with 10 max gaps.
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.

-SC02 Drainage and Fauna underpass/Flood Reief Culvert at Oxley.
There are 3 underpass structure in SC02.
1) Drainage and Fauna underpass at 27.72 km North of Port Macquarie, 2 Cell – 3000 x
2100 PCBC (C2.60)
Location of underpass : Oxley
Type of culvert : PCBC 2 Cell of 3000 mm x 2100mm.
Overall length of Base slab on control line: 101.950 m
Overall length of Precast Concrete Crown units on control line : 88.190 m which is
35-units at 2400 mm (Full size) + 1-unit at 1155 (half size) + 1-special unit (for skew
culvert) with 10 max gaps.
Responsibility : Design/Detail a drawing and make a report.
Code : AS5100

2) Flood Relief Culvert at 14.32 km North of Port Macquarie, 3Cell – 3000x900 PCBC
(C4.22)
Location of underpass : Oxley
Type of culvert : PCBC 3 Cell of 3000 mm x 900mm.
Overall length of Base slab on control line: 65.830 m
Overall length of Precast Concrete Crown units on control line : 57.830 m which is
24-units at 2400 mm (Full size) with 10 max gaps.
Responsibility : Design/Detail a drawing and make a report.
Code : AS5100

3) Drainage and Fauna underpass at 14.55 km North of Port Macquarie, 3 Cell – 3000 x
2100 PCBC (C4.66)
Location of underpass : Oxley
Type of culvert : PCBC 3 Cell of 3000 mm x 2100mm.
Overall length of Base slab on control line: 51.520 m
Overall length of Precast Concrete Crown units on control line : 40.960 m which is
17-units at 2400 mm (Full size) with 10 max gaps.
Responsibility : Design/Detail a drawing and make a report.
Code : AS5100

-SC03 : Culvert at Maria River.
There are 2 underpass in SC03.
1) Culvert at 24.40km North of Port Macquarie, 5 Cell- 3300 x 900 PCBC (C14.30)
Location of underpass : Maria River
Type of culvert : PCBC 5 Cell of 3300 mm x 900mm x 2400 mm
Overall length of Base slab on control line: 44.550 m
Overall length of Precast Concrete Crown units on control line : 38.550 m which is
16-units at 2400 mm (Full size) with 10mm max gaps.
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.
Code : AS5100

2) Culvert at 26.15km North of Port Macquarie 3 Cell- 3000 x 1800 PCBC (C16.10)
Location of underpass : Maria River
Type of culvert : PCBC 3 Cell of 3000 mm x 1800mm x 2400 mm
Overall length of Base slab on control line: 44.140 m
Overall length of Precast Concrete Crown units on control line : 36.140 m which is
15-units at 2400 mm (Full size) with 10mm Max gaps.
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.

-SC04 : Fauna underpass at Telegraph Point
There are 3 underpass in SC04.
1) Fauna underpass at 30.66 km North of Port Macquarie, 1 Cell – 3000 x 3000 PCBC
(F20.54A)
Location of underpass : Oxley
Type of culvert : PCBC 1 Cell of 3000 mm x 3000mm.
Overall length of Base slab on control line: 66.310 m
Overall length of Precast Concrete Crown units on control line : 53.010 m which is
22-units at 2400 mm (Full size) with 10 max gaps.
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.

2) Fauna underpass at 31.34 km North of Port Macquarie, 1 Cell – 3000 x 3000 PCBC
(F21.24)
Location of underpass : Oxley
Type of culvert : PCBC 1 Cell of 3000 mm x 3000mm.
Overall length of Base slab on control line: 69.910 m
Overall length of Precast Concrete Crown units on control line : 57.830 m which is
24-units at 2400 mm (Full size) with 10 max gaps.
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.

3) Fauna underpass at 32.42 km North of Port Macquarie, 1 Cell – 3600 x 3600 PCBC
(F22.32)
Location of underpass : Oxley
Type of culvert : PCBC 1 Cell of 3600 mm x 3600mm.
Overall length of Base slab on control line: 73.810 m
Overall length of Precast Concrete Crown units on control line : 59.410 m which is
51-units at 1155 mm (Half size) with 10 max gaps.
Responsibility : Analysis/Checking resultant forces and capacities of structure,
Reviewing a drawing and make a report.

JANUARY 2014 – JUNE 2014
EMPLOYER : Hilti Thailand Corp.,Ltd
POSITION HELD AND DESCRIPTION OF DUTIES :
Specification Engineer, He must be know a how to design anchoring to concrete accordting to ACI-Code and Euro-Code, he is responsible for transfer a knowledge about Cast-In-Placed Anchor/Post-Installed Anchor to designer and make a calculation sheet for designer.

MAY 2013 – DECEMBER 2013
EMPLOYER : Nippon Koei Corp.,Ltd
POSITION HELD AND DESCRIPTION OF DUTIES :
Contract Engineer/Office Engineer, He work as a Office Engineer under Project Management Consultant (PMC) Department in Project of Mass Transit System Project in Bankok, Red Line-Project (Bangsue-Rangsit). He is responsible for preparing a monthy progress report, monitoring work-progress (s-curve) and report to State of Railway of Thailand (SRT).
- Project of Mass Transit System Project in Bangkok (Red-Line Project, Bangsue-Rangsit) ( MAY 2013 – DEC 2013)
Office Engineer : Responsible for preparing a monthy progress report,
monitoring work-progress (s-curve) and report to State of Railway of Thailand (SRT).
Construction Cost : about 69,000 Millions Baht
Project Owner : State Railway of Thailand

JULY 2011 – MAY 2013
EMPLOYER : Asian Engineering Consultants Corp., Ltd.
POSITION HELD AND DESCRIPTION OF DUTIES :
Structural Engineer, he is responsible for structural analysis and design of bridge and other structures such as reinforced concrete structures, prestressed concrete structures and steel structures. Expertise in utilizing commercial structural analysis software.
- Track Doubling Project for Northeastern Line Map Kabao – Thanon Chira Junction ( October 2012 – April 2013)
Structural Engineer : Responsible for design and detailed design reinforced concrete
buildings and steel buildings.
Construction Cost : N/A
Project Owner : State Railway of Thailand
- Track Doubling Project for North Line Lopburi – Pak Nam Pho ( October 2012 – April 2013)
Structural Engineer : Responsible for design and detailed design reinforced concrete
buildings and steel buildings.
Construction Cost : N/A
Project Owner : State Railway of Thailand
- Detailed Engineering Design for Road Improvement and Construction of Ban Huag (Phayao Province) – Muang Khob – Muang Xiang Hone and Muang Khob – Ban Pakkhob – Ban Kontun Project, Lao PDR. (July 2012 – October 2012)
Structural Engineer : Responsible for design and detailed design reinforced concrete-
bridges.
Construction Cost : 1500 MB
Project Owner : Neighbouring Counties Economic Development Cooperation
Agency (Public Organization)

- The Construction Supervision Assistance Work for The Project of The Construction Sheet Piling, etc. for Protection for future Flood – Don Muang Airport. (June 2012 – October 2012)
Structural Engineer : Responsible for design, detailed design and consulted steel wall
structure.
Construction Cost : 35 MB
Project Owner : Fujibo Textile Co., Ltd

- Detailed Design of Thanyaburi Toll Gate Improvement for the Preparatory Survey on The Rehabilitation Project of the Outer Bangkok Ring Road (East Portion) in The Kingdom of Thailand (June 2012 – July 2012)
Structural Engineer : Responsible for design and detailed design reinforced concrete
buildings and steel buildings such as Pedestrian Bridge,
Retaining Wall, Toll Plaza 3 Channel and 7 Channel.
Construction Cost : N/A
Project Owner : CTI Engineering International Co.,Ltd.
- Western Chiang Rai By Pass (March 2012 – April 2012)
Stuctural Engineer : Responsible for design and detailed design reinforced concrete-
bridge.
Construction Cost : 5000 MB
Project Owner : Ministry of Transport Department of Highways.
- Consuting Service on Construction Supervision for the GMS North-South Economic Corridor International Bridge Project (Houayxay-Chiang Khong) (February 2012 – March 2012)
Structural Engineer : Responsible to check shop drawing of roof-truss.
Construction Cost : 1,624 MB
Project Owner : Ministry of Transport Department of Highways.
- Detailed Design And Enviroment Impact Assessment Of Highway Road no. 11 Intersect with Highway Road no. 1001 and Interchange, Chiangmai (January 2012 – February 2012)
Structural Engineer : Responsible for design and detailed design reinforced concrete
building.
Construction Cost : N/A
Project Owner : Ministry of Transport Department of Highways.
Detailed Design of Bridge Crossing Chao Pha Ya River at Ratchawong Road and Tha Din Daeng Road Project (November 2011 – December 2011)
Structural Engineer : Responsible for design and detailed design steel structure
building.
Construction Cost : 980 MB
Project Owner : Ministry of Transport Department of Highways.
- Detailed Design of New University of the Thai Chamber of Commerce Project (July 2011 – November 2011)
Structural Engineer : Responsible for design and detailed design reinforced concrete
building.
Construction Cost : N/A
Project Owner : University of the Thai Camber of Commerce (UTCC)

OCTOBER 2010 – MAY 2011
EMPLOYER : Center of Excellence in Earthquake Engineering and Vibration
POSITION HELD AND DESCRIPTION OF DUTIES :
Structural Engineer : Responsible for checking a capacity of structure under seismic condition, survey a damage of refinery-structures and recommandation for how to strengthening for resisted seismic force and repairing a damaged structure
- To Study a Seismic Resistance of Refinery Structure in Bangchak Petroleum Facilities Pharse 2. (October 2010 – May 2011)
Structural Engineer : Responsible for 1. To calculate a seismic resistance of refinery
structure. , 2. To survey a damage (Damage-Surveyer) of refinery structure for example crack in rc-column and corrosion in steel base plate or anchors. and 3. Recommandation for how to strengthening of Existing-strucuture to resisted seismic force and repairing, example warping a cracked column by cfrp or using 4-angle in each corners of column and welded 4-angles by steel plate.
Cost : 1.00 MB
Project Owner : Bangchak Petroleum Public Company

SEPTEMBER 2010 – OCTOBER 2010
EMPLOYER : Freelance
POSITION HELD AND DESCRIPTION OF DUTIES :
Structural Engineer : Responsible for design and detailed design reinforced concrete structure and steel structure.
- Analysis and to study The Stresses of Steel Structure (Cellular-Beam) (September 2010 – October 2010)
Structural Engineer : Responsible for analysis and study stress around circle-hole of
Cellular-Beam
Cost : N/A
Project Owner : Prof. Dr. Thaksin Thepchatri

AUGUST 2008 – NOVEMBER 2008
EMPLOYER : Buathong Property Co., Ltd
POSITION HELD AND DESCRIPTION OF DUTIES :
Structural Engineer and Site Engineer : Responsible for design, detailed design, reinforced concrete building and controlled work on site.
- Townhouse Thippiman Ban Rim Khong (August 2008 – November 2008)
Structural Engineer and Site Engineer : Responsible for design, detailed design, reinforced
concrete building and controlled work on site.
Constuction Cost : 500 MB
Project Owner : Buathong Property Co., Ltd