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$5 USD / time
SAUDI ARABIAs flagg
unayzah, saudi arabia
$5 USD / time
Det er for øyeblikket 9:02 a.m. her
Ble med november 3, 2018
0 Anbefalinger

Ahmed S.

@Ahmed2050Sayed

 5,0 (2 omtaler)
2,4
2,4
0%
0%
$5 USD / time
SAUDI ARABIAs flagg
unayzah, saudi arabia
$5 USD / time
100 %
Jobber fullført
100 %
Innenfor budsjett
100 %
I tide
25 %
Gjenansettelsesrate

Civil Engineer,Structural Designer,Quantity Survey

I am having more than 6 years experience in Building design, Structural engineering and making Floor plans and Structure Analysis for buildings , homes , sumps , tanks and Structure Analysis for Post tension slabs and beams. I hope you will get benefit from my talent. My expertise lise in Structural engineering, civil engineering, estimating/quantity surveying, modeling and Designing. My proven, effective communication skills. Software Capabilities: Auto CAD , STAAD PRO , ETABS , SAP 2000 , SAFE , ADAPT Builder , RAM Concept , Risa Connection , Autodesk Revit & Tekla Structure . Codes Familiar with: ASCE , AISC , ACI , ECP & Euro code. Consider the following highlights of my qualifications:- Preparing of floor plans in Auto Cad and facilitating success for quality focused projects through expertise in Auto CAD. I having experience in STAAD Pro for load analysis I having experience in SAP 2000 Pro for load analysis and modeling. Feel free to contact me for more information.
Freelancer Civil Engineers Saudi Arabia
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Portefølje

10285445
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
6099805
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
6020383
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
6020252
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
6020218
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
4891397
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
10285445
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
A complete structural design consisting of the following: 1- The building consists of 4 floors and event halls with a height of two floors and an approximate area of ​​10,000 square meters. 2- First floor service rooms. 3- The second floor is a banquet hall and the roof is structurally composed of a hurdy roof in addition to the main bridges. 4- The third floor, service rooms. 5- The fourth floor is a banquet hall and the roof structurally consists of a metal roof in a diagonal way to both sides, which allows for a safe and economical design. 6- The foundations are striped bases connected to each other by means of pedestals.
STRUCTURE DESIGNING FOR WEDDING HALL IN IRAQ
6099805
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
The structural analysis of the Building was carried out using the Finite Element Method (Program SAP 2000-3D modelling). A 3D- FEM was constructed considering the rigid joints between walls and floors. Dead load, super imposed dead loads,Water load and Earth Pressure were considered as uniformly distributed loads.I did Calculation Sheets for consultant to approve it.
Design of Sump with Valve Room by using SAP 2000.
6020383
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
RESIDENTIAL BUILDING _ Dubai – UAE -Project is consist of (G + P2 + TYP.6 + ROOF) and Area of Plan is = 2130 m2. -Plan is contains pour strip and this project according to Euro-code 2004. -Full design of all floors by using Ram Concept v6.0 as a Post Tension Slab and I doing all checks (Seismic, Temperature, etc)
Design of RESIDENTIAL BUILDING with Post Tension By RAM Pro.
6020252
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
The connection analysis and Design of Eaves Haunch between Column and Rafter was carried out using the Finite Element Method (Program PROKON 3D modelling). A 3D- FEM was constructed considering the Eaves Haunch.According to BS5950-1990 Code.
Design of Eaves Haunch By Program PROKON 3D modelling.
6020218
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
Design the Connection Between Column and Foundation (Base Plate). Column Section (UKB 610X229X125)(British Sections) & Steel Grade 355 Assume S weld = 6 mm & Fu= 5.10 t/cm2 & Fy = 3.55 t/cm2 The connection analysis of the Building between column and foundation was carried out using the Finite Element Method (Program RAM-Connection 3D modelling). A 3D- FEM was constructed considering the Base Plate. Dead load, Permanent load and wind loads were considered as uniformly distributed loads, and manual calculation for it too.
Design the Base Plate Connection with RAM Connection
4891397
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)
This the construction is part of wast water treatment station. It consist of walls,columns,raft foundations,isolated footings and slabs. I designed this construction in SAP 2000 by 3D modeling.
3D MODELING FOR SCREENING STRUCTURES ( WATER STRUCTURES)

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5,0
$50,00 USD
Project for Ahmed S. -- 3
Thank you eng. Ahmed . Pleased working with you. Hope to you all the best.
Scientific Research
Sports
Finite Element Analysis
Arabic Translator
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Brukeravatar
s flagg Adil A.
@adilalsaeed
•
4 år siden
5,0
$100,00 USD
Project for Ahmed S.
It was of my great pleasure working with Ahmed Sayid. Serious, cooperative and well understanding. I highly recommend to hire, and will hire again sure.
Scientific Research
Sports
Finite Element Analysis
Arabic Translator
+1 flere
Brukeravatar
s flagg Adil A.
@adilalsaeed
•
4 år siden

Erfaring

Junior Structural Engineer

Sanitary & Environmental Engineering Consultant Offic (SEECO)
apr. 2018 - Nå
I work as a junior engineer in structure department and designed alot of projects such as ( Pump Station , Treatment Station , Servic Buildings , Water Structures , Water Tanks, Frames ,......etc) and Schedule for all bulidings .

Junior Structural Engineer

Arabia for Design and Engineering Consulting (ADEC)
nov. 2017 - feb. 2018 (3 måneder, 1 dag)
I work as a junior design engineer and I designed some of buildings such as * Tabarak Residential Compound 90 Avenue (D7,8). _ Full design of superstructure by using Etabs,and check of it apply for all loads. _ Full design of Post Tension Slabs by using ADAPT Builder2015 , Calculate No. of Cables and Strands and check of it apply for all loads and check stress. _ Full design of substructure (Foundations) such as raft , isolated footing ,..etc by using SAP200 and Safe.

Utdanning

Bachelor of Civil Engineering,Structural Department.

Al-Azhar University, Egypt 2011 - 2016
(5 år)

Kontakte Ahmed S. angående jobben din

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