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$15 USD / jam
Bendera SRI LANKA
colombo, sri lanka
$15 USD / jam
Sekarang jam 12:59 PTG di sini
Menyertai Februari 12, 2017
0 Syor

Yasela S.

@Yasela

monthly-level-two.svg 5.0 (3 ulasan)
2.6
2.6
100%
100%
$15 USD / jam
Bendera SRI LANKA
colombo, sri lanka
$15 USD / jam
100%
Pekerjaan Disiapkan
100%
Mengikut Bajet
100%
Tepat Pada Masa
N/A
Kadar Upah Semula

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!
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Portfolio

10215881
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
10207290
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
9975828
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
8297044
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
8295806
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
8295760
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
10215881
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
10207290
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
9975828
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
8297044
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
8295806
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
8295760
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

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Menunjukkan 1 - 3 daripada 3 ulasan
 Tapis ulasan mengikut:
5.0
$37.00 USD
Structural and Geotech Engineer
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 Pengguna
Bendera Umair Anwar A.
@UmairAnwar93
•
1 tahun yang lalu
5.0
$140.00 AUD
Project 34286721 has been deleted
Yasela is professional, passionate and deliver on time. I am recommending everyone who wants to do a calculation
L
Closed User
@Linleyxu
•
2 tahun yang lalu
5.0
₹5,500.00 INR
Project for Yasela S.
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 lagi
Avatar Pengguna
Bendera Siva Shankar C.
@sivashankarperu
•
2 tahun yang lalu

Pendidikan

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

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

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

Griffith University, Australia 2010 - 2012
(2 tahun)

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

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

Kelayakan

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

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Pensijilan

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Kemahiran Teratas

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

Layari Pekerja Bebas Serupa

Engineers in Sri Lanka
Engineers
Civil Engineers
Structural Engineers

Layari Pameran Serupa

Engineering
Civil Engineering
Structural Engineering
CAD/CAM
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