Milena G. Profile | Freelancer

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$10 USD / hora

Bandera de SERBIA

valjevo,

$10 USD / hora

Aquí son las 1:37 p. m.

Se unió el mayo 5, 2014

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Milena G.

@milenaglisic

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$10 USD / hora

Bandera de SERBIA

valjevo,

$10 USD / hora

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civil engineer

I am a self-motivated Civil/Structural Engineer with a Master of Civil/Structural Engineering and three years of experience on a range of projects. I have great skills and experience in 3D programs used for steel detailing such us Tekla Structures and Autodesk Advance Steel. Also I really enjoy doing static calculations using Robot Structural Analysis or SAP 2000. I am looking forward to the possible jobs and solving different structural problems.

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Portafolio

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

Totem pylon of high=24m

Totem pylon

Totem pylon of high=24m

Totem pylon

Totem pylon of high=24m

Totem pylon

Totem pylon of high=24m

Totem pylon

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

Complex consists of three independent dilatations A, B, C. Objects A and B are rectangular shape while lamel C is shape of letter L, total area of complex is 6500 square meters.
The highest point of the construction is on elevation +6.55m.
It is a prefabricated reinforced concrete structure.
Main and secondary roof girders are adhesively prestressed beams.
The span of main roof girders is 18m, for lamel A they are at a mutual distance of 14m, while girders in lamels B and C are on distance 18m.
Span of secondary roof girders for lamels B and C are 18m, and for lamel A this value is 14m, all secondary spans are on mutual distance of 4.5m.
Columns are square cross-sections, dimensions 50x50cm.

Project of business complex

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The building is basically dimensions 36,6m x 90,0m.
The basic raster of construction is 10.0 m x 12.0 m, i.e. 8.0 x 12.0 m.
The roof construction is made of two gable roof side by side, with the slope of 10%. Height of the ridge is on the elevation +11,92 m.
Main and secondary roof girders are designed as truss beams, while columns are picked from the catalog of cold-formed profiles type RHS.
On the elevation +4.00 m there is floor construction, designed as composite slab.

Project of Industrial steel hall

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

The platform is temporary construction, and it will be used for painting the ceiling of the temple.
There are three main girders of platform which are quadratic cross-section composite truss, with spans of 373.5m and 320m.
They are connected with secondary girders. Main and secondary girders, except secondary girders in the middle of platform, are anchored in existing concrete structure of the temple. On the platform is set scaffolding to reach ceiling of cupola at height of 64.86m.

Steel platform on elevation +42.88m in Temple of Saint Sava.

Totem pylon of high=24m

Totem pylon

Totem pylon of high=24m

Totem pylon

Totem pylon of high=24m

Totem pylon

Totem pylon of high=24m

Totem pylon

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The existing platform at a height of +3,800 will be partly disassembled and instead will be mounted new platform on the existing columns and four new columns.

Steel platform on elevation +4.50m

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

The building is basically dimensions 12,6m x 28,0m and the height of the ridge is on the elevation +23,55m. In the facility is designed bridge crane capacity 10t range 11,4m. The building structure is formed from the rigid frames range of 8.0 + 4.6 = 12,6m. The roof is made of sandwich plate 10cm thick, filled with rock wool and facade cladding is of the single corrugated sheet metal Fe TR 35/200/0.7.

Steel building for coal production

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Experiencia

Public Enterprise “Roads of Serbia”

jun 2017 - Presente

Structural engineer for maintenance and repair of bridge and tunnels construction.

Elite steel construction LLC

nov 2016 - may 2017 (6 meses, 1 día)

Structural engineer for calculation and detailing steel construction.

Konstruktor Konsalting LLC

abr 2015 - oct 2016 (1 año, 6 meses)

Structural engineer for calculation and detailing steel construction.

Educación

Master of Science (M.S.) in Structural engineering

Belgrade University,

Serbia

2013 - 2014

(1 año)

Bachelor of Applied Science (B.A.Sc.) in Structural engineering

Belgrade University,

Serbia

2008 - 2013

(5 años)

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