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 $25 USD / heure
Drapeau de EGYPT
zagazig, egypt
$25 USD / heure
Il est actuellement 7:05 PM ici
Membre depuis le août 14, 2022
0 Recommandations

Ahmed E.

@elhabashy66

 5,0 (1 commentaire)
2,0
2,0
$25 USD / heure
Drapeau de EGYPT
zagazig, egypt
$25 USD / heure
100 %
Travaux complétés
100 %
Suivant le budget
100 %
Dans les temps
N/A
Taux de réembauche

An experienced structural engineer

Over 34 years in the structural engineering desiging several types of buildings like residential, malls, hospitals, industrial etc Also worked in construction so my designes are always easy to construct yet most economic
Freelancer Engineers Egypt
Voir tous les Engineers en Egypt

Contactez Ahmed E. concernant votre emploi

Connectez-vous pour discuter des détails via la messagerie.

Éléments du portfolio

I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
I received only plans and elevations as AutoCAD file (attached) It is a villa of G+1 with steel shed and steel staircase , utilizing deferent software like REVIT ,ETABS,SAP2000,PROTASTRUCTURE,TEKLA TEDDS and AutoCAD i submitted a full detailed shop drawing in less than 10 days with full REVIT model , ETABS model and full stress analysis for stair case with sap2000
First Project achieved on freelancer.com
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
full model for the concrete slab to change it to flat slab instead of drop beams with same amount of material to facilitate the work and reduce the waist in the shutter
Value engineering in Guggenheim
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
As a design Manager I managed to reduce the time required for the dewatering system by half as the below study result that only the concrete structure up the GF level almost 1.50 year reduction also removing the backfilling above the raft substituting it with cobiax dead shutter system which saved the project a lot of time and money as a result the management wrote that certificate as a recognition to my efforts
Dewatering uplift study in the Guggenheim project Abu dhabi
Design and Build for 11000 square meter mall of 2 basements+ GF+8 floors in Egypt's new administration capital
Vision Tower Mall
Design and Build for 11000 square meter mall of 2 basements+ GF+8 floors in Egypt's new administration capital
Vision Tower Mall
Design and Build for 11000 square meter mall of 2 basements+ GF+8 floors in Egypt's new administration capital
Vision Tower Mall
Design and Build for 11000 square meter mall of 2 basements+ GF+8 floors in Egypt's new administration capital
Vision Tower Mall
For 3 years I manage to achieve this mega project solving many structural issues and designing all the required temporary structures needed during the project period
Technical structural Manager for the address & El Primo
After the concrete was casted a supporting frame has to be developed to support the façade but the problem was that the supporting slab is 250 mm which cannot support the much weight so i came with this solution to make double cantilever supported back to back with through bolts on the below deep beam
Steel Frame with cantilever support under the slab
After the concrete was casted a supporting frame has to be developed to support the façade but the problem was that the supporting slab is 250 mm which cannot support the much weight so i came with this solution to make double cantilever supported back to back with through bolts on the below deep beam
Steel Frame with cantilever support under the slab
After the concrete was casted a supporting frame has to be developed to support the façade but the problem was that the supporting slab is 250 mm which cannot support the much weight so i came with this solution to make double cantilever supported back to back with through bolts on the below deep beam
Steel Frame with cantilever support under the slab
After the concrete was casted a supporting frame has to be developed to support the façade but the problem was that the supporting slab is 250 mm which cannot support the much weight so i came with this solution to make double cantilever supported back to back with through bolts on the below deep beam
Steel Frame with cantilever support under the slab
After the concrete was casted a supporting frame has to be developed to support the façade but the problem was that the supporting slab is 250 mm which cannot support the much weight so i came with this solution to make double cantilever supported back to back with through bolts on the below deep beam
Steel Frame with cantilever support under the slab

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$100,00 USD
Project for Ahmed E.
Ahmed completed the job with a superior quality and expertise. in structural engineering. He has generously provided his vast career experience alongside with an optimized design solutions to my project. I'm very grateful to having such excellent services and feeling "safe" with his designs. Thank you Ahmed, be my wingman anytime.
Engineering Structural Engineering
Avatar de l'utilisateur
Drapeau de Adel G. @Dalenes
•
il y a 5 mois

Expérience

Engineering Director

NIG
mars 2022 - Jusqu'à présent
Responsible for the design and build of the prestigious Vision Tower Project

Éducation

M. SC. STRUCTURAL ENGINEERING

Minufiya University, Egypt 2000 - 2002
(2 ans)

BACHELOR, B. SC. CIVIL ENGINEERING

Alexandria University, Egypt 1984 - 1988
(4 ans)

Contactez Ahmed E. concernant votre emploi

Connectez-vous pour discuter des détails via la messagerie.

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 Engineering 1 Structural Engineering 1

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