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Avatarul utilizatorului
$25 USD/oră
Steagul EGYPT
helwan, egypt
$25 USD/oră
Momentan, aici e ora 9:17 a.m.
S-a înregistrat pe iulie 21, 2017
7 Recomandări

Mohamed E.

@mido2794

 4,9 (41 recenzii)
5,7
5,7
65%
65%
$25 USD/oră
Steagul EGYPT
helwan, egypt
$25 USD/oră
100 %
Proiecte finalizate
69 %
Conform bugetului
94 %
La timp
11 %
Rata de angajare repetată

Structural Engineer & CAD Drafter

I hold a Bachelor of Engineering (B.Eng.), Civil Engineering, and have more than six years of practical experience in structural design and construction. Worked on many different projects such as remodeling / additions and new construction as well as custom residences to obtain the required permits from the city to which each project belongs. I am familiar with International Building Codes and American standards (ACI, AISC, AWC, ASCE 7, IBC/IRC, CBC/CRC). ✪ I can provide following services: ✔ Structural drawings and calculations for a project's permit submittal. ✔ Analysis and structural design of reinforced concrete, wooden and steel buildings. ✔ Preparing construction drawings for the projects. ✔ Calculation reports. ✔ Retaining Wall Design. ✔ Foundation design. ✔ Seismic/wind analysis. ✔ I have very good experience in architectural work and work on architectural drawings as well. ✔ I am a competent user of AutoCAD. ✔ 3D Modeling using Etabs and SAP2000. ✔ 3D Modeling using Revit. ✪ I work with the following structural software: ✔ AutoCAD ✔ ENERCALC ✔ SAP2000 ✔ Etabs ✔ SAFE If you hire me, make sure that you will get full support for your project. Looking forward to helping your project become a success!
Freelancer Civil Engineers Egypt
Vezi toate opțiunile pentru Civil Engineers din Egypt

Discută cu Mohamed E. despre proiect

Conectează-te pentru a discuta pe chat despre detalii.

Portfoliu

6056594
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
6056353
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
6056052
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
3628475
High Rise Building Design through Etabs software program. And also i did the construction drawings on AutoCAD program. I have all files for the project Autocad, Etabs, and Excel sheets .
High Rise Building Design in Etabs software program
High Rise Building Design through Etabs software program. And also i did the construction drawings on AutoCAD program. I have all files for the project Autocad, Etabs, and Excel sheets .
High Rise Building Design in Etabs software program
3630679
Certificate of completion for design programs: Etabs, SAP2000, Safe, csi column and AutoCAD. From Autodesk company.
Certificate of completion for design programs
Certificate of completion for design programs: Etabs, SAP2000, Safe, csi column and AutoCAD. From Autodesk company.
Certificate of completion for design programs
3580457
2 factories design through SAP2000 & Etabs software programs. And also i did the construction drawings on AutoCAD program. i have all files for the project Autocad, SAP2000, Etabs, and Excel sheets.
factory design
2 factories design through SAP2000 & Etabs software programs. And also i did the construction drawings on AutoCAD program. i have all files for the project Autocad, SAP2000, Etabs, and Excel sheets.
factory design
2 factories design through SAP2000 & Etabs software programs. And also i did the construction drawings on AutoCAD program. i have all files for the project Autocad, SAP2000, Etabs, and Excel sheets.
factory design
6056594
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
Client asked to make a preliminary design for the foundations of this building. And the soil profile shows that the soil bearing capacity is 100 kN/m2. I suggested using raft foundation for economical consideration. And all that explained in the calculations. And the reasons for my choice of that type were explained with the calculations. In this project, the raft will be designed as flat plate, which has a uniform thickness and without any beams or pedestals. The work done according to ACI-318 code
Structural Design of Raft Foundation For 5 story building
6056353
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
The client wanted the design of a retaining wall for a loading dock/sloped concrete ramp. All the work done as he wanted plus some additional details that i have provided for the project.
Structural design and drawings of RC retaining wall
6056052
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
The client "Contractor" wanted the structural design and drawings of a single family timber structure in united states including structural calculations for some details that required. All the work done according to International Residential codes "IRC". Project link: https://www.freelancer.com/projects/autocad/Residential-engineering-design-package/details
Single family timber structure, concrete foundation
3628475
High Rise Building Design through Etabs software program. And also i did the construction drawings on AutoCAD program. I have all files for the project Autocad, Etabs, and Excel sheets .
High Rise Building Design in Etabs software program
High Rise Building Design through Etabs software program. And also i did the construction drawings on AutoCAD program. I have all files for the project Autocad, Etabs, and Excel sheets .
High Rise Building Design in Etabs software program
3630679
Certificate of completion for design programs: Etabs, SAP2000, Safe, csi column and AutoCAD. From Autodesk company.
Certificate of completion for design programs
Certificate of completion for design programs: Etabs, SAP2000, Safe, csi column and AutoCAD. From Autodesk company.
Certificate of completion for design programs
3580457
2 factories design through SAP2000 & Etabs software programs. And also i did the construction drawings on AutoCAD program. i have all files for the project Autocad, SAP2000, Etabs, and Excel sheets.
factory design
2 factories design through SAP2000 & Etabs software programs. And also i did the construction drawings on AutoCAD program. i have all files for the project Autocad, SAP2000, Etabs, and Excel sheets.
factory design
2 factories design through SAP2000 & Etabs software programs. And also i did the construction drawings on AutoCAD program. i have all files for the project Autocad, SAP2000, Etabs, and Excel sheets.
factory design

Recenzii

Modificările au fost salvate
Se afișează 1 – 5 din 41 recenzii
Filtrează recenziile în funcție de:
5,0
$1.000,00 USD
Arizona project
Mohamed was easy to work with and kept a good open line of communication during the project.
Engineering
Photoshop
Materials Engineering
Civil Engineering
Structural Engineering
+ încă 1
M
Steagul Mitchell L.
@Mitchelllowrey
•
2 ani în urmă
5,0
$500,00 USD
Project for Mohamed E. -- 2
Excellent work within the committed time frame. Definitely use him again.
Engineering
Photoshop
Materials Engineering
Civil Engineering
Structural Engineering
+ încă 1
Avatarul utilizatorului
Steagul Suja A.
@sujaarun05
•
2 ani în urmă
5,0
$550,00 USD
Project for Mohamed E. -- 19/04/17 16:47:07
high quality work
3D Rendering
AutoCAD
3D Modelling
Bill of Materials (BOM) Analysis
+ încă 1
T
Steagul Turki A.
@Turki94alkuwari
•
5 ani în urmă
5,0
$225,00 AUD
Project for Mohamed E.
Excellent work and dedication
CAD/CAM
Building Architecture
Civil Engineering
Structural Engineering
AutoCAD
+ încă 1
B
Steagul Brooke G.
@bulldogs2016
•
5 ani în urmă
5,0
£28,00 GBP
Draw me a structural sketch for my job
Brilliant work done. Always works from his heart, I would highly recommend him.
CAD/CAM
Building Architecture
Civil Engineering
Structural Engineering
AutoCAD
Avatarul utilizatorului
Steagul Salman A.
@peacelover12
•
5 ani în urmă

Experiență

Part of my previous work

EGYCO ( El Nasr Building & Construction ).
iul. 2017 - dec. 2017 (5 luni, 1 zi)
I've worked as a construction engineer in this company before.

Educație

B.S.E (Bachelor of Engineering). Major: Civil Engineering.

October 6 University, Egypt 2012 – 2017
(5 ani)

Discută cu Mohamed E. despre proiect

Conectează-te pentru a discuta pe chat despre detalii.

Verificări

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