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Mohamed E.

@mido2794

4,9
41
5,7
5,7
100%

Structural Engineer & CAD Drafter

$25 USD / Heure
・
Drapeau de
Egypt (7:27 PM)
・
Inscrit depuis le juillet 21, 2017
$25 USD / Heure
・
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!
Vérifications
Dans les temps
94 %
Dans le budget
69 %
Taux d'acceptation
65 %
Taux de réembauche
11 %
Freelancer Civil Engineers Egypt
Voir tous les Civil Engineers en Egypt

Portfolio

Portfolio

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
Modifications enregistrées
4.9 · 41 Reviews
Commentaires
M
Arizona project • $1 000 USD
Mohamed was easy to work with and kept a good open line of communication during the project.
Mitchell L.
@Mitchelllowrey
•
Drapeau de
Williams, United States
•
il y a 2 ans
Partager
Avatar de l'utilisateur
Project for Mohamed E. -- 2 • $500 USD
Excellent work within the committed time frame. Definitely use him again.
Suja A.
@sujaarun05
•
Drapeau de
Ernakulam, India
•
il y a 2 ans
Partager
T
Project for Mohamed E. -- 19/04/17 16:47:07 • $550 USD
high quality work
Turki A.
@Turki94alkuwari
•
Drapeau de
tempa, United States
•
il y a 6 ans
Partager
B
Project for Mohamed E. • $225 AUD
Excellent work and dedication
Brooke G.
@bulldogs2016
•
Drapeau de
Burnside, Australia
•
il y a 6 ans
Partager
Avatar de l'utilisateur
Draw me a structural sketch for my job • £28 GBP
Brilliant work done. Always works from his heart, I would highly recommend him.
Salman A.
@peacelover12
•
Drapeau de
BIRMINGHAM, United Kingdom
•
il y a 6 ans
Partager
Expérience
Part of my previous work
juil., 2017 - déc., 2017
•
5 mois
EGYCO ( El Nasr Building & Construction ).
juil., 2017 - déc., 2017
•
5 mois
I've worked as a construction engineer in this company before.
juil., 2017 - déc., 2017
•
5 mois
Formation
October 6 University
2012 - 2017
•
5 ans
B.S.E (Bachelor of Engineering). Major: Civil Engineering.
Drapeau de
Egypt
2012 - 2017
•
5 ans
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