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$15 USD / heure
Drapeau de SRI LANKA
colombo, sri lanka
$15 USD / heure
Il est actuellement 11:28 PM ici
Membre depuis le février 12, 2017
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Yasela S.

@Yasela

monthly-level-two.svg
5,0 (3 commentaires)
2,6
2,6
$15 USD / heure
Drapeau de SRI LANKA
colombo, sri lanka
$15 USD / heure
100 %
Travaux complétés
100 %
Suivant le budget
100 %
Dans les temps
N/A
Taux de réembauche

Civil Engineering Structural Designer

I am 16+ yrs experienced designer. A professional Civil Engineer. • Chartered Civil Engineer in Engineering Council ,UK ( Reg # 644052) • Member of Institution of Civil Engineers (ICE),UK -Membership #74976441 • Chartered Engineer and Corporate Member of Institution of Engineers Sri Lanka (IESL). Membership no: 5445 Staad Pro/ETABS/SAP/Strand 7/PROKON/ORION/MIDAS CIVIL/CAD/LIMCON/EXCEL/WORD Concrete/Steel/Foundation Expert Detail Oriented excellent communicator. You will be highly satisfied with my WORK, QUALITY, RESPONSE towards the client and ON-TIME PROJECT DELIVERY. QUALITY IS MY PRIORITY!
Freelancer Engineers Sri Lanka

Contactez Yasela S. concernant votre emploi

Connectez-vous pour discuter des détails via la messagerie.

Éléments du portfolio

The design of this Special Arch Bridge was done usiing MIDAS CIVIL . Further Mass Damper Design was carried out extracting the results of same model.

The bridge is 130m long single span special arch type where deck is attached with lock coil calbles.The deck is curved in plan with radius of 120 m .The overall width the of the steel hollow girder is 4.6m

The cable stays are at approaximately 5m interval and
Special Arch Bridge
The design of this Special Arch Bridge was done usiing MIDAS CIVIL . Further Mass Damper Design was carried out extracting the results of same model.

The bridge is 130m long single span special arch type where deck is attached with lock coil calbles.The deck is curved in plan with radius of 120 m .The overall width the of the steel hollow girder is 4.6m

The cable stays are at approaximately 5m interval and
Special Arch Bridge
The design of this Special Arch Bridge was done usiing MIDAS CIVIL . Further Mass Damper Design was carried out extracting the results of same model.

The bridge is 130m long single span special arch type where deck is attached with lock coil calbles.The deck is curved in plan with radius of 120 m .The overall width the of the steel hollow girder is 4.6m

The cable stays are at approaximately 5m interval and
Special Arch Bridge
The design of this Special Arch Bridge was done usiing MIDAS CIVIL . Further Mass Damper Design was carried out extracting the results of same model.

The bridge is 130m long single span special arch type where deck is attached with lock coil calbles.The deck is curved in plan with radius of 120 m .The overall width the of the steel hollow girder is 4.6m

The cable stays are at approaximately 5m interval and
Special Arch Bridge
The design of this Special Arch Bridge was done usiing MIDAS CIVIL . Further Mass Damper Design was carried out extracting the results of same model.

The bridge is 130m long single span special arch type where deck is attached with lock coil calbles.The deck is curved in plan with radius of 120 m .The overall width the of the steel hollow girder is 4.6m

The cable stays are at approaximately 5m interval and
Special Arch Bridge
The design of this Special Arch Bridge was done usiing MIDAS CIVIL . Further Mass Damper Design was carried out extracting the results of same model.

The bridge is 130m long single span special arch type where deck is attached with lock coil calbles.The deck is curved in plan with radius of 120 m .The overall width the of the steel hollow girder is 4.6m

The cable stays are at approaximately 5m interval and
Special Arch Bridge
The design of this Special Arch Bridge was done usiing MIDAS CIVIL . Further Mass Damper Design was carried out extracting the results of same model.

The bridge is 130m long single span special arch type where deck is attached with lock coil calbles.The deck is curved in plan with radius of 120 m .The overall width the of the steel hollow girder is 4.6m

The cable stays are at approaximately 5m interval and
Special Arch Bridge
This formwork design was done for box strcture in Expressway.

The design was based on BS  5975 , BS 5268, BS 5950 and CIRIA 108.

The detail desgin caluclations are provided for the review.
Formwork Design for Box Structure
This formwork design was done for box strcture in Expressway.

The design was based on BS  5975 , BS 5268, BS 5950 and CIRIA 108.

The detail desgin caluclations are provided for the review.
Formwork Design for Box Structure
This formwork design was done for box strcture in Expressway.

The design was based on BS  5975 , BS 5268, BS 5950 and CIRIA 108.

The detail desgin caluclations are provided for the review.
Formwork Design for Box Structure
This formwork design was done for box strcture in Expressway.

The design was based on BS  5975 , BS 5268, BS 5950 and CIRIA 108.

The detail desgin caluclations are provided for the review.
Formwork Design for Box Structure
This formwork design was done for box strcture in Expressway.

The design was based on BS  5975 , BS 5268, BS 5950 and CIRIA 108.

The detail desgin caluclations are provided for the review.
Formwork Design for Box Structure
This project is about structural design of Steel Staircase with  preparing drawings for construction. 

Finite Element model  was built  using  Midas Civil , commercially available  software and  the detail design was carried out incorporating the outcome of FE model.
Steel Staircase Design
This project is about structural design of Steel Staircase with  preparing drawings for construction. 

Finite Element model  was built  using  Midas Civil , commercially available  software and  the detail design was carried out incorporating the outcome of FE model.
Steel Staircase Design
This project is about structural design of Steel Staircase with  preparing drawings for construction. 

Finite Element model  was built  using  Midas Civil , commercially available  software and  the detail design was carried out incorporating the outcome of FE model.
Steel Staircase Design
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description : 7 Storied steel frame structure along with swimming pool at G6

Work Scope - Detail design Calculations and Detail CAD drawings

Code of Practice - BS 5950 along with blue & Green Books

Loads  : BS Standards
Wind  : BS standards

Steel connections - Both Shear and moment connections included
          

Finite Element Models- 
Frame - ETABS
raft foundation  - Staad PRo
Retaining wall - Staad Pro
Steel Connection design
Steel Building - 7 storied steel building
Project Description - Provide a slop stability solution for Vila Complex

Challenge - Since 3 number of 3 storied buidings have been  built ,already, at a  sloping ground where space is limited to put a retaining wall and mobilize heavy equipment. Since Foundation can not put in  the side of active soil pressure exists ,  getting an adequate section to resist the stability was an issue.

Solution -  1. Conducted the Slope Stability analysis for existing slop. 2. Evaluated the soil parameters by direct shear test/sieve analysis/ density 3 . based on the actual soil parameters , RF Concrete retain wall was designed .

Code of Practice - BS standards
Slope Stability / Site Investigation/Retaining wall
Project Description - Provide a slop stability solution for Vila Complex

Challenge - Since 3 number of 3 storied buidings have been  built ,already, at a  sloping ground where space is limited to put a retaining wall and mobilize heavy equipment. Since Foundation can not put in  the side of active soil pressure exists ,  getting an adequate section to resist the stability was an issue.

Solution -  1. Conducted the Slope Stability analysis for existing slop. 2. Evaluated the soil parameters by direct shear test/sieve analysis/ density 3 . based on the actual soil parameters , RF Concrete retain wall was designed .

Code of Practice - BS standards
Slope Stability / Site Investigation/Retaining wall
Project Description - Provide a slop stability solution for Vila Complex

Challenge - Since 3 number of 3 storied buidings have been  built ,already, at a  sloping ground where space is limited to put a retaining wall and mobilize heavy equipment. Since Foundation can not put in  the side of active soil pressure exists ,  getting an adequate section to resist the stability was an issue.

Solution -  1. Conducted the Slope Stability analysis for existing slop. 2. Evaluated the soil parameters by direct shear test/sieve analysis/ density 3 . based on the actual soil parameters , RF Concrete retain wall was designed .

Code of Practice - BS standards
Slope Stability / Site Investigation/Retaining wall
Project Description - Provide a slop stability solution for Vila Complex

Challenge - Since 3 number of 3 storied buidings have been  built ,already, at a  sloping ground where space is limited to put a retaining wall and mobilize heavy equipment. Since Foundation can not put in  the side of active soil pressure exists ,  getting an adequate section to resist the stability was an issue.

Solution -  1. Conducted the Slope Stability analysis for existing slop. 2. Evaluated the soil parameters by direct shear test/sieve analysis/ density 3 . based on the actual soil parameters , RF Concrete retain wall was designed .

Code of Practice - BS standards
Slope Stability / Site Investigation/Retaining wall
Project Description - Provide a slop stability solution for Vila Complex

Challenge - Since 3 number of 3 storied buidings have been  built ,already, at a  sloping ground where space is limited to put a retaining wall and mobilize heavy equipment. Since Foundation can not put in  the side of active soil pressure exists ,  getting an adequate section to resist the stability was an issue.

Solution -  1. Conducted the Slope Stability analysis for existing slop. 2. Evaluated the soil parameters by direct shear test/sieve analysis/ density 3 . based on the actual soil parameters , RF Concrete retain wall was designed .

Code of Practice - BS standards
Slope Stability / Site Investigation/Retaining wall
Project Description : Analysis &  Design of 45 degrees skewed Bridge deck

Code of Practices : BS 5400 / RDA, SL Bridge Design Manual

Highway Loading -  HA, HB 30

Wind Load -  As per BS 5400 - Part 2

Thermal : Deferential Temperature - RDA, SL Bridge Design Manual 

Materials : G 40/ G50 Concrete,  Y 1860 High yield steel for prestress strands / 460 Y for RF steel
Structural Design - Bridge Deck
Project Description : Analysis &  Design of 45 degrees skewed Bridge deck

Code of Practices : BS 5400 / RDA, SL Bridge Design Manual

Highway Loading -  HA, HB 30

Wind Load -  As per BS 5400 - Part 2

Thermal : Deferential Temperature - RDA, SL Bridge Design Manual 

Materials : G 40/ G50 Concrete,  Y 1860 High yield steel for prestress strands / 460 Y for RF steel
Structural Design - Bridge Deck
Project Description : Analysis &  Design of 45 degrees skewed Bridge deck

Code of Practices : BS 5400 / RDA, SL Bridge Design Manual

Highway Loading -  HA, HB 30

Wind Load -  As per BS 5400 - Part 2

Thermal : Deferential Temperature - RDA, SL Bridge Design Manual 

Materials : G 40/ G50 Concrete,  Y 1860 High yield steel for prestress strands / 460 Y for RF steel
Structural Design - Bridge Deck
Project Description : Analysis &  Design of 45 degrees skewed Bridge deck

Code of Practices : BS 5400 / RDA, SL Bridge Design Manual

Highway Loading -  HA, HB 30

Wind Load -  As per BS 5400 - Part 2

Thermal : Deferential Temperature - RDA, SL Bridge Design Manual 

Materials : G 40/ G50 Concrete,  Y 1860 High yield steel for prestress strands / 460 Y for RF steel
Structural Design - Bridge Deck
Project Description : Analysis &  Design of 45 degrees skewed Bridge deck

Code of Practices : BS 5400 / RDA, SL Bridge Design Manual

Highway Loading -  HA, HB 30

Wind Load -  As per BS 5400 - Part 2

Thermal : Deferential Temperature - RDA, SL Bridge Design Manual 

Materials : G 40/ G50 Concrete,  Y 1860 High yield steel for prestress strands / 460 Y for RF steel
Structural Design - Bridge Deck

Commentaires

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Montre1 - 3 sur 3 commentaires
Filtrer les commentaires par : 5,0
$37,00 USD
He did some perfect work and I am happy with the design he did for me. I will definitely use his services in the future. Thanks Yasela.
Engineering Mechanical Engineering Civil Engineering Structural Engineering Geotechnical Engineering
Avatar de l'utilisateur
Drapeau de Umair Anwar A. @UmairAnwar93
il y a 25 jours
5,0
$140,00 AUD
Yasela is professional, passionate and deliver on time. I am recommending everyone who wants to do a calculation
Engineering Mechanical Engineering Civil Engineering Structural Engineering Marine Engineering
Avatar de l'utilisateur
Drapeau de Linley X. @Linleyxu
il y a 4 mois
5,0
₹5 500,00 INR
Yasela is a finely tuned civil engineer. Clearly understood the requirements, worked overtime and delivered the design on-time with clarity and confidence..will work with him in future for sure..
Engineering CAD/CAM Civil Engineering Construction Monitoring AutoCAD
+1 de plus
Avatar de l'utilisateur
Drapeau de Siva Shankar C. @sivashankarperu
il y a 4 mois

Éducation

• Master of Science (M.Sc.) in Structural Engineering

University of Moratuwa, Sri Lanka 2016 - 2020
(4 ans)

Master of Science (M.Sc.) - Advance with Honors

Griffith University, Australia 2010 - 2012
(2 ans)

• Bachelor of Science in Civil Engineering, Sri Lanka, (2004) with second class upper division.

University of Moratuwa, Sri Lanka 1999 - 2004
(5 ans)

Qualifications

Enlisted Structural Engineer

Society of Structural Engineers
2016
• Enlisted Structural Engineer for Design of High-rise buildings IESL/UDA, Sri Lanka

Green Associate Professional

Green Building Council of Sri Lanka
2017
• Green Associate Professional –Green Building Council of Sri Lanka

Member

Institution of Civil Engineers ,UK
2017
Member of Institution of Civil Engineers (ICE),UK -Membership #74976441

Contactez Yasela S. concernant votre emploi

Connectez-vous pour discuter des détails via la messagerie.

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Meilleures compétences

Engineering 3 Civil Engineering 3 Structural Engineering 2 CAD/CAM 1 Construction Monitoring 1

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