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$20 USD / jam
Bendera PALESTINIAN TERRITORY
gaza, palestinian territory
$20 USD / jam
Sekarang jam 10:21 PTG di sini
Menyertai Mac 30, 2021
0 Syor

Muhannad A.

@muhannadabuabdo

 0.0 (0 ulasan)
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$20 USD / jam
Bendera PALESTINIAN TERRITORY
gaza, palestinian territory
$20 USD / jam
N/A
Pekerjaan Disiapkan
N/A
Mengikut Bajet
N/A
Tepat Pada Masa
N/A
Kadar Upah Semula

Structural Design Engineer

There is no elevator to success, You have to take the stairs. I have a wide experience in Structural Designing whether in Concrete or Steel Structures, I believe challenges are my potentials to its limits and beyond subsequently enriching my experience and education. Experince& Knowledge: - Structural Engineering - Concrete Structures - Steel Structures - Earthquake Engineering - Water Tanks Structures - Bridge Engineering - Timber Structures - Numerical Modelling " BIM " - Finite Elements - Fabrication Drawings - Structural Reports Software Skills : Autodesk Robot Structural Analysis | CSI Etabs | CSI SAFE | AutoCad | PROKON | BEAMD | ANSYS R17 | CSI Bridge Design | Tekla Structures Don't hesitate to contact me to get your task done to perfection. M.ABU ABDO
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Portfolio

8890146
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
8884080
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
10826527
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
10826502
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
8883308
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
8883342
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
8890146
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
Design steel structure for the historic structure located in the Gaza strip, there was some restriction on columns locations due to the site situation but I made a flexible design and take into consideration the ease of construction also I choose pile footing for the columns due to the narrow space available. I Prepared BIM modeling by using Robot Structural Analysis and performed full analysis and design ( members capacitates, Joint Connections, Footings, Wind analysis ) Also, I prepared a complete set of detailed drawings for the construction phase. Softwares: - Autodesk Robot Structural Analysis Professional - Autodesk AutoCAD
Steel Structure Cladding For Historical Structure
8884080
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
This task contains two functions at the same time on the roof of the Palestinian contractor's committee 1- Design a steel mezzanine which will be an administration office for the committee 2- Design a steel truss to carry about 200 PV systems and this will be implemented over the mezzanine level the design was achieved by using Robot Structural Analysis Professional to build the modeling and conduct all the design processes also the structure is checked against wind loads based on a wind speed of 120 Km/hr Softwares: - Autodesk Robot Structural Analysis Professional
Steel Structure With Mezzanine Deck
10826527
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
Design the PV steel frame implemented in Zimbabwe, the design considered all the following cases 1- the serviceability limit state in the used combinations in the analysis to show details such as deformations, etc 2- screenshots from the software to show diagrams such as Moment, shear, axial force, deflection, and others. 3- the complete design calculations for the concrete footing that will withstand the expected loads. consider including 2 types of foundations one for the rooftop and one for the ground mounting to make the design easy to adapt in various locations. 4- consider loads such as (DL, Wind loads in all directions x and y (-+) and thermal loads, and seismic loads). 5- consider a value between 0.13 to 0.2 for the peak ground acceleration for the seismic design. Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design. The steel frame was designed to support 26 PV panels.
Design of PV Steel Frame
10826502
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
Analysis and design of a residential building as per ACI318-14 and using BIM as Follows - Specify the optimum structural system for the building. - Build the model from scratch and choose initial sections for different structural members. - Applying all loads acting on the slab. - Define Loads Combinations " ULS & SLS " - Analysis of the building to obtain the internal forces. - Design Slab, Beams, Columns, and Footings to get the accurate sections dimension and reinforcement amount for each member The analysis and design process is done by using Autodesk Robot Structural Analysis
Analysis & Design Residential Building
8883308
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
A four-cell water tank, with a cell length of 20m, cell width of 10m, and cell height of 6.5m The cases considered in the analysis to get the maximum internal forces in the walls 1- The four cells are filled 2- The diagonal cells only are filled 3- The orthogonal cells only are filled The Analysis and design process are done using Autodesk Robot Structural Analysis
Design of Multi-Cell Concrete Water Tank
8883342
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame
Full analysis and design of single-span portal frame ( 40 m ) according to BS 5950, the process including the following: - Wind load simulation based on wind speed 27.7 m/s - Gravity loads distribution on rafters - Full Design of different members types using optimization option to get the optimum sections for ( rafters | columns | end gable columns | side rails | purlins ) - Design of eaves haunch connection. - Design of apex haunch connection. - Design of pinned base plate connection. - Calculation sheet of each member Softwares: - Autodesk Robot Structural Analysis Professional
Steel Single-Span Portal Frame

Ulasan

Perubahan disimpan
Tiada ulasan untuk dilihat di sini!

Pengalaman

Structural Design Engineer

UNOPS
Jul 2020 - Ogo 2020 (1 bulan, 1 hari)
This task was to design the PV System steel frame implemented in Zimbabwe, the design considered all the following cases 1- SLS to obtain deflection and deformations. 2- ULS to get Moment, shear, axial force, and others. 3- Full calculations for the concrete footings. 4- Wind Loads in all directions + thermal loads 5- Seismic Analysis Prepare a complete set of drawings and structural calculations for the frame and foundation and the model for the design.

Structural Design Engineer

APEX DESIGN
This task was a partnership with the Architect& Interior Designer Eyas A. Abu Zummar, The designer decides to make a concrete slab with a large cantilever to meet the design atmosphere and I solve it structurally with this large cantilever in a safe manner and ensure all the deflection limits are satisfactory with ACI limits The Structural idea was to design a concrete curved beam to minimize the cantilever length

Senior Structural Engineer

ENFRA Consultant Office
Jan 2019 - Feb 2019 (1 bulan, 1 hari)
Design of Suspended Steel Sidewalk on historical Site without any ground support, the design concept was to design tension ties to carry all the pedestrian loads. The structure was a Beam-Column joint structure and I was responsible for solving the problem and re-design the old members to ensure all the member's capacities were satisfactory with the additional loads from the suspended sidewalk .. this task was a challenge

Pendidikan

B.C Degree in Civil Engineering

Palestinian Territory 2009 - 2014
(5 tahun)

Kelayakan

Work Place Plus 8

AMIDEAST
2014
English training course

Land and property rights

The Norwegian Refugee Council
2015
One-day legal training on housing and property rights

Construction Management Course

EFE ( EDUCATION FOR EMPLOYMENT)
2014
20 Hrs. Planning, Scheduling &Finance 15 Hrs. Safety & Proposals 15 Hrs. Procurements, Bidding & Pricing The American Center Group

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