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$10 USD / time
Flag for VENEZUELA
maracaibo, venezuela
$10 USD / time
Det er i øjeblikket 2:07 AM her
Tilmeldt marts 21, 2018
0 Anbefalinger

Sebastián P.

@Sebastian1223

 5,0 (1 bedømmelse)
3,0
3,0
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$10 USD / time
Flag for VENEZUELA
maracaibo, venezuela
$10 USD / time
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Civil/Structural Engineer - Civil Drafter

Hello, my name is Sebastián Pedraja, and I am a Civil Engineer with more than 4 years of experience in Multidisciplinary Engineering Projects (Both Commercial and Residential) through all phases: from conceptual meetings with clients and associates, through Structural Design, Drafting and Coordination, up to In-Site Assistance for construction issues. Areas of experience: - Proficient in Structural Design and Drafting for Concrete and Steel Construction Projects (Structures and Foundations). - Knowledgeable in BIM Methodology for Construction Projects following the ISO 19650 Standards. - Specialized in the Technical and Managerial aspects of several types of Construction Projects. Software I work with: AutoCAD, Revit, Etabs, [login to view URL], Civil 3D, PyPile, Excel. Soft-Skills: Communication, Problem-Solving, Organization, Technical Writing, and Adaption.
Freelancer Architects Venezuela
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Kontakt Sebastián P. omkring dit job

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Portfolio-mappe

9468813
3D model in Revit of the Sanitary facilities for a G+4 building. Includes 1 plan view, and 2 isometric views to guarantee that a comprehensive product was delivered to the client.
3D Render of Sanitary Facilities
9468804
Architectural 3D renders for a multi-purpose building in Revit.
3D Isometric Renders
Architectural 3D renders for a multi-purpose building in Revit.
3D Isometric Renders
Architectural 3D renders for a multi-purpose building in Revit.
3D Isometric Renders
9373734
The scope of the Project was to find a way of anchoring 2 previously installed Transmission Towers in a remote location to prevent overturning after these were reconnected with new Power Transmission Cables. As a solution, Concrete Blocks were considered, with enough mass to be able to guarantee a stable or static condition for both the Tower and the Foundation when taking into account Uplift and Horizontal forces. The end result were Large Reinforced Concrete Blocks with Steel Plates bolted to the top in order to connect the Tension Cables that ran from the Towers to the Concrete Elements.
Concrete Block Foundation for Anchoring Lattice Towers
The scope of the Project was to find a way of anchoring 2 previously installed Transmission Towers in a remote location to prevent overturning after these were reconnected with new Power Transmission Cables. As a solution, Concrete Blocks were considered, with enough mass to be able to guarantee a stable or static condition for both the Tower and the Foundation when taking into account Uplift and Horizontal forces. The end result were Large Reinforced Concrete Blocks with Steel Plates bolted to the top in order to connect the Tension Cables that ran from the Towers to the Concrete Elements.
Concrete Block Foundation for Anchoring Lattice Towers
9373729
The Structure was comprised of a One-Way Slab for the roof, a Framed Structural System for the Upper Structure, and a Mat-Type Foundation in order to easily spread the Loads of the Building on a Low-Bearing Capacity Soil. All of the Structure was designed in Reinforced Concrete and the Seismic Requirements established by the ACI 318 were considered, this is more apparent on the rebar detailing.
Reinforced Concrete Guardhouse for an Electrical Substation
The Structure was comprised of a One-Way Slab for the roof, a Framed Structural System for the Upper Structure, and a Mat-Type Foundation in order to easily spread the Loads of the Building on a Low-Bearing Capacity Soil. All of the Structure was designed in Reinforced Concrete and the Seismic Requirements established by the ACI 318 were considered, this is more apparent on the rebar detailing.
Reinforced Concrete Guardhouse for an Electrical Substation
The Structure was comprised of a One-Way Slab for the roof, a Framed Structural System for the Upper Structure, and a Mat-Type Foundation in order to easily spread the Loads of the Building on a Low-Bearing Capacity Soil. All of the Structure was designed in Reinforced Concrete and the Seismic Requirements established by the ACI 318 were considered, this is more apparent on the rebar detailing.
Reinforced Concrete Guardhouse for an Electrical Substation
9373725
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
8484165
Shown here is the end result of the structural design and the construction drawings for a deep foundation system made out of Caissons. The purpose of the foundation was to support a roughly 30 m high deep-end structure for an Electrical Substation. The design took into account the maximum and minimum vertical forces that were transmitted by the supported structure, also considering the different soil layers and the resistance values that each of this layers offered. The result, which ended up being no less than a diameter of 1.30 m and a depth of 12.00 m, was the a combination of high uplifting forces and low friction capacity values presented by the soil material. Given the size of the pile caps, the moments transmitted from the Structure were neglected and an Excel spreadsheet was used to only consider the Uplift and Compression forces exerted on the foundation.
Design and rawing of a Caissons foundation
Shown here is the end result of the structural design and the construction drawings for a deep foundation system made out of Caissons. The purpose of the foundation was to support a roughly 30 m high deep-end structure for an Electrical Substation. The design took into account the maximum and minimum vertical forces that were transmitted by the supported structure, also considering the different soil layers and the resistance values that each of this layers offered. The result, which ended up being no less than a diameter of 1.30 m and a depth of 12.00 m, was the a combination of high uplifting forces and low friction capacity values presented by the soil material. Given the size of the pile caps, the moments transmitted from the Structure were neglected and an Excel spreadsheet was used to only consider the Uplift and Compression forces exerted on the foundation.
Design and rawing of a Caissons foundation
Shown here is the end result of the structural design and the construction drawings for a deep foundation system made out of Caissons. The purpose of the foundation was to support a roughly 30 m high deep-end structure for an Electrical Substation. The design took into account the maximum and minimum vertical forces that were transmitted by the supported structure, also considering the different soil layers and the resistance values that each of this layers offered. The result, which ended up being no less than a diameter of 1.30 m and a depth of 12.00 m, was the a combination of high uplifting forces and low friction capacity values presented by the soil material. Given the size of the pile caps, the moments transmitted from the Structure were neglected and an Excel spreadsheet was used to only consider the Uplift and Compression forces exerted on the foundation.
Design and rawing of a Caissons foundation
9468813
3D model in Revit of the Sanitary facilities for a G+4 building. Includes 1 plan view, and 2 isometric views to guarantee that a comprehensive product was delivered to the client.
3D Render of Sanitary Facilities
9468804
Architectural 3D renders for a multi-purpose building in Revit.
3D Isometric Renders
Architectural 3D renders for a multi-purpose building in Revit.
3D Isometric Renders
Architectural 3D renders for a multi-purpose building in Revit.
3D Isometric Renders
9373734
The scope of the Project was to find a way of anchoring 2 previously installed Transmission Towers in a remote location to prevent overturning after these were reconnected with new Power Transmission Cables. As a solution, Concrete Blocks were considered, with enough mass to be able to guarantee a stable or static condition for both the Tower and the Foundation when taking into account Uplift and Horizontal forces. The end result were Large Reinforced Concrete Blocks with Steel Plates bolted to the top in order to connect the Tension Cables that ran from the Towers to the Concrete Elements.
Concrete Block Foundation for Anchoring Lattice Towers
The scope of the Project was to find a way of anchoring 2 previously installed Transmission Towers in a remote location to prevent overturning after these were reconnected with new Power Transmission Cables. As a solution, Concrete Blocks were considered, with enough mass to be able to guarantee a stable or static condition for both the Tower and the Foundation when taking into account Uplift and Horizontal forces. The end result were Large Reinforced Concrete Blocks with Steel Plates bolted to the top in order to connect the Tension Cables that ran from the Towers to the Concrete Elements.
Concrete Block Foundation for Anchoring Lattice Towers
9373729
The Structure was comprised of a One-Way Slab for the roof, a Framed Structural System for the Upper Structure, and a Mat-Type Foundation in order to easily spread the Loads of the Building on a Low-Bearing Capacity Soil. All of the Structure was designed in Reinforced Concrete and the Seismic Requirements established by the ACI 318 were considered, this is more apparent on the rebar detailing.
Reinforced Concrete Guardhouse for an Electrical Substation
The Structure was comprised of a One-Way Slab for the roof, a Framed Structural System for the Upper Structure, and a Mat-Type Foundation in order to easily spread the Loads of the Building on a Low-Bearing Capacity Soil. All of the Structure was designed in Reinforced Concrete and the Seismic Requirements established by the ACI 318 were considered, this is more apparent on the rebar detailing.
Reinforced Concrete Guardhouse for an Electrical Substation
The Structure was comprised of a One-Way Slab for the roof, a Framed Structural System for the Upper Structure, and a Mat-Type Foundation in order to easily spread the Loads of the Building on a Low-Bearing Capacity Soil. All of the Structure was designed in Reinforced Concrete and the Seismic Requirements established by the ACI 318 were considered, this is more apparent on the rebar detailing.
Reinforced Concrete Guardhouse for an Electrical Substation
9373725
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
The task at hand was to provide a Design for an 18-Story Reinforced Concrete Building which included large cantilevered portions of it, these were accomplished largely by the use of a Vierendeel Beam System. The Analysis and Design was performed with the aid of STAAD.Pro and also Excel for some Preliminary Calculations and Spreadsheets.
18-Story Reinforced Concrete Building with Vierendeel Beams
8484165
Shown here is the end result of the structural design and the construction drawings for a deep foundation system made out of Caissons. The purpose of the foundation was to support a roughly 30 m high deep-end structure for an Electrical Substation. The design took into account the maximum and minimum vertical forces that were transmitted by the supported structure, also considering the different soil layers and the resistance values that each of this layers offered. The result, which ended up being no less than a diameter of 1.30 m and a depth of 12.00 m, was the a combination of high uplifting forces and low friction capacity values presented by the soil material. Given the size of the pile caps, the moments transmitted from the Structure were neglected and an Excel spreadsheet was used to only consider the Uplift and Compression forces exerted on the foundation.
Design and rawing of a Caissons foundation
Shown here is the end result of the structural design and the construction drawings for a deep foundation system made out of Caissons. The purpose of the foundation was to support a roughly 30 m high deep-end structure for an Electrical Substation. The design took into account the maximum and minimum vertical forces that were transmitted by the supported structure, also considering the different soil layers and the resistance values that each of this layers offered. The result, which ended up being no less than a diameter of 1.30 m and a depth of 12.00 m, was the a combination of high uplifting forces and low friction capacity values presented by the soil material. Given the size of the pile caps, the moments transmitted from the Structure were neglected and an Excel spreadsheet was used to only consider the Uplift and Compression forces exerted on the foundation.
Design and rawing of a Caissons foundation
Shown here is the end result of the structural design and the construction drawings for a deep foundation system made out of Caissons. The purpose of the foundation was to support a roughly 30 m high deep-end structure for an Electrical Substation. The design took into account the maximum and minimum vertical forces that were transmitted by the supported structure, also considering the different soil layers and the resistance values that each of this layers offered. The result, which ended up being no less than a diameter of 1.30 m and a depth of 12.00 m, was the a combination of high uplifting forces and low friction capacity values presented by the soil material. Given the size of the pile caps, the moments transmitted from the Structure were neglected and an Excel spreadsheet was used to only consider the Uplift and Compression forces exerted on the foundation.
Design and rawing of a Caissons foundation

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5,0
$300,00 USD
Structural Engineer for Construction Projects (in California mostly)
Sebastian did a very professional job on our construction engineering project, and he was very detailed and accurate! We will be hiring him again for our next project.
CAD/CAM
Building Architecture
Structural Engineering
AutoCAD
English (US) Translator
M
Closed User
@MXElectronics
•
3 år siden

Erfaring

Ingeniero de proyectos

Ingeniería, Construcción, Inspección y Suministros
jan. 2018 - jul. 2020 (2 år, 6 måneder)
Ingeniero de proyectos en el área de la ingeniería civil encargado de tareas como: - Diseño de estructuras en concreto armado o acero estructural bajo los lineamientos de la normativa aplicable a la región (AISC, ACI, Eurocódigo, COVENIN) - Revisión de especificaciones del proyecto. - Elaboración de memorias o notas de cálculo - Elaboración de planos para construcción - Revisión y comentado de planos realizados por terceros - Elaboración de cómputos métricos y análisis de precios unitarios

Uddannelse

Especialista en obras de construcción (Mención: edificaciones)

Universidad Rafael Urdaneta, Venezuela 2019 - 2021
(2 år)

Inspector de obras

Universidad Rafael Belloso Chacín, Venezuela 2017 - 2018
(1 år)

Ingeniero Civil

Universidad Rafael Urdaneta, Venezuela 2014 - 2018
(4 år)

Kontakt Sebastián P. omkring dit job

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