ENGINEERING WITH
EXCELLENCE
Efficient infrastructure & Engineering solutions in India and across the globe
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WINFra.
WINFra.
We are a company that provides innovative, economical, and efficient infrastructure and engineering solutions in India and across the globe. Our goal is to harness the local technical talent pool while establishing physical bases in India to create quality employment opportunities. We specialize in structural design solutions and building design services, We design and optimise Factories, Infrastructure and Commercial Building. We strive for perfection in our work, delivering economical and efficient solutions that prioritize safety and adhere to accepted standards.
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MISSION
MISSION
Engineer projects by inspired engineers who are highly passionate in engineering.
Updating skills with continuous training and development.
Promote Rural Engineering offices across the nations there by provide rural employment opportunities.
VISION
VISION
To Provide engineering solutions to full fill infrastructure and energy demands of esteemed customers across the globe with best in class engineering professionals.
VALUES
VALUES
Equality - Integrity - Diversity
About us
About us
We are a company that provides innovative, economical, and efficient infrastructure and engineering solutions in India and across the globe. Our goal is to harness the local technical talent pool while establishing physical bases in India to create quality employment opportunities. We specialize in structural design solutions and building design services, We design and optimise Factories, Infrastructure and Commercial Building. We strive for perfection in our work, delivering economical and efficient solutions that prioritize safety and adhere to accepted standards.
Our team consists of professional structural engineers and designers who are well-versed in international steel and concrete design and detailing standards and codes. We benefit from the continuous support of experienced professors from IITs and other engineering colleges across India. This collaboration fosters diversity within our group, combining seasoned expertise with fresh perspectives.
As a company we stand for customer delight in getting efficient and trustworthy solutions that helps to build our nation
Area of
Area of
Engineering
Engineering
Energy Sector
Energy Sector
OIL AND GAS
OIL AND GAS
Offshore Floating Structures
Marine Structures
Fixed Platforms
Lifting and Construction Support
Onshore Petrochemical Facilities
ONSHORE WIND
ONSHORE WIND
Foundation design of Various Types
Foundation drawings
Geotechnical recommendations Foundation re- engineering Defects Identification strengthening or retrofitting.
PMC Support Certification.
Tower Design.
Lifting and Construction Support.
Hybrid Lattice Concrete Hybrid Precast Fabrication Drawings Tower Internals Certification.
OFFSHORE WIND
OFFSHORE WIND
Jacket design
Geotechnical recommendations
Tower Structural design
SOLAR ENERGY
SOLAR ENERGY
Fixed and Tracker Systems
Assessment of Steel Structure Foundation Drawings
Fabrication Drawings
IIT Certification
PROJECTS | ENERGY SECTOR EXPERTIZE
PROJECTS | ENERGY SECTOR EXPERTIZE
ENGINEER NAME :
SOFTWARES USED : STAADPro
TYPE OF INDUSTRY/ AREA : WIND ENERGY
SCOPE AND CHALLENGES
The quantity of materials has been estimated and the corresponding drawing has been done. The load datas has been given by the client. The foundation is circular with a diameter of 22m. The foundation is sized in such a way that it maintains 100 percent contact under quasi permenant load case also the lift off shall not be more than 50 percent. The foundation is designed as a plate element. The grade of concrete used is M50 and the grade of steel is Fe500D. The estimated quantity of concrete is 652.79 m3 and the quantity of steel is 55MT.
ENGINEER NAME : Vyshnavi
SOFTWARES USED : STAADPro
TYPE OF INDUSTRY/ AREA : OIL AND GAS
SCOPE AND CHALLENGES
The project entails designing a skid equipped with four units, including a walkway. I have been tasked with designing and analysing the skid, a critical component of the barge. The skid has a column height of 8.3 meters, while the walkway stands at 9 meters. The structure must accommodate wind loads, as well as pitch, heave and roll forces, in addition to piping loads. Hogging and sagging have been considered for the structure. Baseplate and splices are designed accordingly. We have designed using AISC ASD standard codes to ensure the structural integrity and safety of the design.
ENGINEER NAME :
SOFTWARES USED : STAADPro
TYPE OF INDUSTRY/ AREA : OIL AND GAS Onshore
SCOPE AND CHALLENGES
The aim of the project is to design two container units – Office and Pantry, structure capable to withstand Blast pressure located at an Onshore Oil and Gas plant at UAE. Both structures are of same dimensions 12mx3m, the design was based on American standards. The project involved multiple analysis for each unit, In-place condition for – Normal Operation Period by considering the operational loads along with wind and earthquake factors, Transit Land & Sea for considering Acceleration forces on the structure due to land & sea transportation, Blast Analysis condition for considering the effects of possible blast impact on the structures during operation and Lift condition considering effects of lifting and designing padeye. The analysis was performed in staad software, the loads due to transportation was considered as accelerations and was applied as multiplier on the loads acting on the structure. The project also involved developing structural and architectural BIM models.
Industrial & Infrastructure
Industrial & Infrastructure
RCC Commercial / Infra Buildings
RCC Commercial / Infra Buildings
Pre Engineered Steel Buildings
Pre Engineered Steel Buildings
Factory & Warehouses
Factory & Warehouses
Roofs And Canopy
Roofs And Canopy
Façade Structural Design
Façade Structural Design
Airport / Railway
Airport / Railway
Bridges
Bridges
Geotechnical Recommendations & Re Engineering
Geotechnical Recommendations & Re Engineering
Structural Auditing And Testing
Structural Auditing And Testing
PMC Support– Structural & Civil
PMC Support– Structural & Civil
PROJECTS | Industrial & Infra EXPERTIZE
PROJECTS | Industrial & Infra EXPERTIZE
ENGINEER NAME : Monika
SOFTWARES USED : STAADPro
TYPE OF INDUSTRY/ AREA : Steel PEB with a roof truss
SCOPE AND CHALLENGES
A factory building in Pune with an area of 3,64,380 sq ft accommodating three mezzanine floors and 2 no’s of 45MT crane was analysed and designed using STAADPro software. It has a maximum bay spacing of 12m with an expansion joint with varying height after the expansion joint. The structure also houses office and rest room areas inside the building. The factory building consists of an A type roof lattice truss with lattice trusses spanning up to 35m in the longitudinal direction. Dead loads, Live loads, Wind loads, Seismic loads and Crane loads were followed as per Indian standard codes. The design was done using Indian standard codes and optimum sizes were acquired. The isolated and combined footings, pedestal and plinth beam were designed using in-house spreadsheets as per IS Codes.
ENGINEER NAME : Monika
SOFTWARES USED : STAADPro
TYPE OF INDUSTRY/ AREA : Steel Footover bridge, Steel canopy, Steel concourse
SCOPE AND CHALLENGES
Various structures such as the Footover bridge (5405 Sqft), Concourse (15578 Sqft), Skywalks (2319 Sqft & 2848 Sqft) and the forecourt canopy (26192 Sqft) were modelled, analysed and designed in STAADPro software. The Footover bridge, Concourse and skywalks are made of I-section beam girders with curved steel roof made of tube sections whereas the column are made of circular sections. The structures consist of a decking sheet and an RCC slab. The Footover bridge and Concourse have beam girders running at a span of approximately 28m. Additionally, steel staircases and lifts areas were designed. Dead, Live, Seismic and wind loads were considered and followed in accordance with the Indian codes and as per client specifications. All the structures were designed using Indian codes and standards. Anchor bolts and the structure connections were done using in-house spreadsheets as per Indian codes.
ENGINEER NAME : Balakrishnan
SOFTWARES USED : STAADPro
TYPE OF INDUSTRY/ AREA : Hospital building
SCOPE AND CHALLENGES
The project involves the design of a dome structure arrangement, strategically located in Gurgaon, Haryana. The scope of the project is design the steel structure and its connection. The existing column height is 15meters and the rafter members are connected to the existing column through bolts designed using Fischer software. Hot-rolled members and built-up sections are specified at Grade 310, chosen for their strength and durability, in alignment with the client’s specifications. The design complies with Indian standards, prioritizing safety and reliability while effectively resisting governing forces, including seismic activity and wind loads. Advanced modelling techniques will be employed to simulate structural behaviour under various conditions, ensuring the dome structure can withstand environmental challenges over its lifespan. The dimensions of the structure include a radius of 16.47 meters and a height of 5.6 meters, as per client requirements. Complete design and analysis, General Arrangement (GA) drawings and connection drawings are included.
ENGINEER NAME :
SOFTWARES USED : REVIT
TYPE OF INDUSTRY/ AREA : Factories and PEB
SCOPE AND CHALLENGES
The project involves the development of Structural BIM models of LOD 400 for multiple structures related to Modipuram Metro Station in India. BIM models for Station building, F.O.B, Workshop, and Stabling shed was prepared in Revit software. The models include non-linear elements, Tapered sections and other readily available steel profiles. The main challenges of the project were to provide non-linear elements and their respective connections, as Revit does not support connection for non-linear elements and tapered sections. The models were used to check for clashes within elements and was integrated with architectural model to identify clashes between them. The models were given exact coordinates to match with the architectural models and location.
ENGINEER NAME : Rahul
SOFTWARES USED : ETABS
TYPE OF INDUSTRY/ AREA : RCC Commercial / Infra Buildings
SCOPE AND CHALLENGES
The scope of the project was to design the frame and foundations of a Railway station building as per client requirements. The building frames were modelled in ETABS and designed as per IS 456: 2000 various loads including seismic loads and wind loads. Temperature loads were also applied to the structure as the building length was more than 45m.
Structural Auditing
Structural Auditing
STRUCTURAL AUDIT
STRUCTURAL AUDIT
A structural audit is a thorough examination and assessment of a building's structural integrity, condition, and safety. It involves a detailed evaluation of the building's foundation, walls, floors, beams, columns, and other structural elements.
Objectives of Structural Audit
Objectives of Structural Audit
Identify defects and damages :
Detect any cracks, corrosion, or other forms of damage that could compromise the structure's integrity.
Identify defects and damages :
Detect any cracks, corrosion, or other forms of damage that could compromise the structure's integrity.
Assess structural integrity :
Evaluate the building's ability to withstand various loads, such as gravity, wind, and seismic forces.
Assess structural integrity :
Evaluate the building's ability to withstand various loads, such as gravity, wind, and seismic forces.
Extends structure's lifespan :
Provides recommendations for maintenance and repairs, ensuring the structure's longevity.
Extends structure's lifespan :
Provides recommendations for maintenance and repairs, ensuring the structure's longevity.
Enhances property value :
A well-maintained structure can increase property value and appeal
Enhances property value :
A well-maintained structure can increase property value and appeal
Types of Structural Audit
Types of Structural Audit
Visual inspection :
A preliminary, non-invasive examination of the structure's visible components.
Visual inspection :
A preliminary, non-invasive examination of the structure's visible components.
Detailed inspection :
A comprehensive, invasive examination of the structure's components, including destructive testing if necessary.
Detailed inspection :
A comprehensive, invasive examination of the structure's components, including destructive testing if necessary.
Specialized inspection :
Focuses on specific structural elements, such as foundations, roofs, or facades.
Specialized inspection :
Focuses on specific structural elements, such as foundations, roofs, or facades.
Documents verification :
A complete check structural drawings and analysis files, and the maintains log
Documents verification :
A complete check structural drawings and analysis files, and the maintains log
Benefits of Structural Audit
Benefits of Structural Audit
Ensures safety :
Identifies potential safety risks and provides recommendations for mitigation.
Ensures safety :
Identifies potential safety risks and provides recommendations for mitigation.
Prevents costly repairs :
Detects defects and damages early, reducing the need for costly repairs
Prevents costly repairs :
Detects defects and damages early, reducing the need for costly repairs
Extends structure's lifespan :
Provides recommendations for maintenance and repairs, ensuring the structure's longevity.
Extends structure's lifespan :
Provides recommendations for maintenance and repairs, ensuring the structure's longevity.
Enhances property value :
A well-maintained structure can increase property value and appeal
Enhances property value :
A well-maintained structure can increase property value and appeal
Visual Inspections
Visual inspections are the first step in the structural audit process. They involve meticulously examining all accessible areas and components of the building. Our team looked for visible signs of damage, deterioration, and defects during these inspections.
General Guidelines :
Visual Inspections
Visual inspections are the first step in the structural audit process. They involve meticulously examining all accessible areas and components of the building. Our team looked for visible signs of damage, deterioration, and defects during these inspections.
General Guidelines :
Check for different types of cracks (horizontal, vertical, diagonal, or random) and document their size and locations.
Identify areas where reinforcing steel is exposed and assess the extent of corrosion.
Check for peeling, blistering, or deterioration of protective coatings.
Inspect for signs of bending, buckling, or any deformation..
Identify any missing or loose screws, bolts, or nails.
Check for cracks, chips, or any damage to the glass panels.
NDT Tests for RCC
Non-Destructive Testing (NDT) for RCC parts like columns, beams, and slabs. The tests included
NDT Tests for RCC
Non-Destructive Testing (NDT) for RCC parts like columns, beams, and slabs. The tests included
Ultrasonic Pulse Velocity Test
Rebound Hammer Test
Half-cell Potential Test
Resistivity Meter Test
Carbonation Test
Cover Meter Test
NDT Tests for STEEL
NDT Tests for Coating, Thickness and Hardness will be conducted at different locations in column and tie beam at various locations.
NDT Tests for STEEL
NDT Tests for Coating, Thickness and Hardness will be conducted at different locations in column and tie beam at various locations.
Ultrasonic Testing : Assess the internal integrity of welds and connections.
Hardness Test : Testing metal hardness
Ultrasonic thickness gauging : Assess metal thickness and coating thickness
Surface Compressive and Lateral Pressure Test (Façade)
Surface Compressive and Lateral Pressure Test (Façade)
The instrument used for the test is called SCALP.
A couplant called ‘Refractive index immersion liquid’ is used for testing, the Index liquid have high refractive index compared to glass.
HS (Heat Strengthened Glass) with thicknesses of 6mm and less shall have a surface compression between 24 to 52MPa and fully tempered glass shall have either a minimum surface compression of 69MPa (10000psi) or an edge compression of not less than 67MPa (9700psi). And for normal glass (Unyielding) the value will be in the range of 10MPa.
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