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.

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.

The compressor building for an air separation unit shed has an area of 13128 sq ft. Various pipes run through this building with the pipes being supported on goalposts and brackets which are in turn supported on the rafter and column members. Cable trays run throughout the periphery of the building. The building also houses seven 12T monorail cranes and a water tank on the roof of the building. The pipe, cable trays and monorail loads were also included in the dead load. Additionally, live loads, seismic and wind loads were considered as per client specification and Indian codes and standards. Moment frames are considered in both the directions as the building does not have ample area to provide bracings in the longitudinal direction. The building design, anchor bolt and other connection design was also done complying with Indian codes and standards.

This shipyard workshop building has an area of 25,442 sq ft and a clear height of 25m with an additional fascia for 3m. The structure is analysed and designed using STAADPro adhering to Indian codes and standards. The building accommodates two 25t cranes and the tandem action of those cranes were considered in design. Various load considerations including dead, live, wind and seismic loads and load combinations were considered as per the Indian codes. Notably, the structure was designed for seismic zone IV. The anchor bolts and connections were designed using in-house spreadsheets and complies with Indian codes and standards. Additionally, the fabrication drawing was issued.

The metro depot stations comprises of stabling and internal cleaning shed (265858 Sq.ft), Inspection bay (49496 Sq.ft), Repair and pit wheel lathe shed (80054 Sq.ft) and ETU shed (9684 Sq.ft). A preliminary estimation was done for the various buildings and then a detailed analysis and design for each building was performed. Various load considerations including dead, live, wind, seismic loads, temperature loads and load combinations were considered as per the client requirements and the Indian codes and standards. The crane loads for the repair bay and pit wheel lathe (2no’s of 15MT and 2 no’s of 3.2 MT), Inspection bay (2 no’s of 1.5MT) and ETU (1 no of 5MT) were considered for the loads. The main frame is considered as a moment frame and bracings are provided in the longitudinal direction to provide stability. The building design, anchor bolt and other connection design was also done complying with Indian codes and standards. The fabrication drawings for all the buildings were also issued.

The project involves the design of a G+1 steel building with a truss roof arrangement, strategically located in Chennai, Tamil Nadu. The scope of the project is member size and its connection. Baseplate anchor bolt and foundation details. Designed to meet Indian standards, the structure ensures safety and reliability while withstanding governing forces such as seismic activity and wind loads. A key feature is the ability to support a significant 200-ton water storage tank positioned atop the building. Employing a one direction moment frame design, the dimensions of the structure are 15.020 meters by 14.520 meters, with a 30mm thick PUF panel for the roof, and a 50mm thick sandwich panel for side sheeting, as per client specifications. Column height is 6.7m and maximum bay spacing 5.265.

The project entails designing a canopy to cover the bus service area, utilizing a Pre-Engineered Building (PEB) roofing system with a height of 4 meters. The roof will be supported by reinforced cement concrete (RCC) columns. The designated plan area for the PEB roofing system measures 30.1 meters by 14.3 meters, with a bay spacing of 3.7 meters. Following client specifications, the modeling, design, and analysis were conducted using STAAD Pro software. The design adhered to Indian standards for bus service area PEB roofs, focusing on appropriate load combinations. Notably, wind load was identified as the critical factor for this project. General Arrangement (GA) drawings, connection details, and support connection specifications were subsequently delivered to the client.

The primary objective of this project is to design a robust supporting framework for solar panels with thicknesses of 4mm, 7mm, and 8mm. Situated in Madhya Pradesh, the design incorporates local wind load considerations to ensure structural integrity and safety. In alignment with the client's specifications, the arrangement and structural members have been meticulously designed and analyzed using advanced engineering software. A three-column system has been adopted for the column layout, optimizing stability and load distribution. The overall plan area of the supporting frame measures 3.5 meters by 2.35 meters, providing ample space for the solar panels while maintaining an efficient use of materials. To enhance the project's sustainability and efficiency, careful attention has been given to the choice of materials and construction techniques. Additionally, the design includes provisions for easy maintenance and potential future expansions.

The objective of this project is to design a steel walkway bridge connecting two existing buildings situated 20 meters apart. The bridge will feature structural members with a height of 1.5 meters, ensuring both stability and aesthetic appeal. The design will consider various factors, including load-bearing requirements, safety standards, and environmental conditions, the connecting bridge employed to analyze the structural integrity of the bridge under different load scenarios, such as pedestrian traffic and environmental loads.

The scope of this project is to design a Pre-Engineered Building (PEB) that incorporates a 5-ton crane, along with comprehensive design and analysis, General Arrangement (GA) drawings, and foundation details. The building has an overall length of 97.5 meters and a width of 24 meters, providing ample space for operations. The clear height of the roof is 13 meters, with a bay spacing of 7.5 meters to accommodate the crane and facilitate efficient workflow. To enhance durability and security, a 3-meter-high brick wall is incorporated around the structure. Additionally, a 3-meter canopy is designed at a height of 6 meters, offering protection and convenience for personnel and equipment. Key loads considered in the structural design include the crane load and wind load, both of which are critical for ensuring the safety and stability of the building. The PEB is designed as a one-direction moment frame, optimizing its structural performance and rigidity. The design adheres to Indian codes and standards, with the entire PEB structure meticulously modeled and analyzed using STAAD Pro software. This ensures that all aspects of the design meet regulatory requirements while maintaining best practices in engineering.

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.

The project entails designing a golf post arrangement that will be placed in an ideal spot in Hyderabad. The scope of the project is design the steel structure and its connection. Hot-rolled members are specified at Grade 350, 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, wind loads, and thermal expansion. Advanced modelling techniques will be employed to simulate structural behaviour under various conditions, ensuring the post can withstand environmental challenges over its lifespan. The dimensions of the structure include a height of 150 feet, designed to meet specific functional requirements. The spacing between each post is 14.582 meters, in accordance with the client’s specifications for optimal structural support. Additionally, each column is supported by a 3-meter pedestal and an eccentric footing measuring 7.5 x 7.5 x 1.15 meters (max). Complete design and analysis, General Arrangement (GA) drawings, pedestal, connection, and foundation details are also included.

This project's scope includes designing a Pre-Engineered Building (PEB) with blocks 1, 2, and 3 that contain a 10-ton crane. Complete design and analysis, General Arrangement (GA) drawings, pedestal, connection, and foundation details are also included. The building block-1 has length of 86.310 meters and a width of 59.620 meters, with lean to shed, block-2 has length of 175.510 meters and a width of 28.980 meters, with lean to shed, block-3 has length of 49.260 meters and a width of 18.800 meters, with lean to shed. The eave height of the roof is 12 meters, with a bay spacing of 7.5 meters to accommodate the crane and facilitate efficient workflow. To enhance durability and security, a 3-meter-high brick wall is incorporated around the structure. Built-up members are specified at Grade 350, chosen for their strength and durability, in alignment with the client’s specifications. Key loads considered in the structural design include the crane load and wind load, both of which are critical for ensuring the safety and stability of the building. The PEB is designed as a moment frame, optimizing its structural performance and rigidity. The design adheres to AISC ASD, General Construction in Steel – Code of Practice and standards, with the entire PEB structure meticulously modelled and analysed using STAAD Pro software. This ensures that all aspects of the design meet regulatory requirements while maintaining best practices in engineering.

The project involves the proof checking of the solar panel arrangement, strategically located in Neemuch and Deori, Madhya Pradesh. The design incorporates local wind load considerations to ensure structural integrity and safety. In alignment with the client's specifications, the arrangement and structural members have been meticulously designed and analysed using advanced engineering software, Staapro. A three-column system has been adopted for the column layout, optimizing stability and load distribution. The overall plan area of the supporting frame measures 16.3 meters by 3.891 meters, providing ample space for the solar panels while maintaining an efficient use of materials. To enhance the project's sustainability and efficiency, careful attention has been given to the choice of materials and construction techniques. Additionally, the design includes provisions for easy maintenance and potential future expansions.

The project involves the design of a cafeteria, strategically located in Chennai. The scope of the project is design the steel structure and its connection. Hot-rolled members are specified at Grade 250, 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, wind loads. Advanced modelling techniques will be employed to simulate structural behaviour under various conditions, ensuring the cafeteria can withstand environmental challenges over its lifespan. The cafeteria's measurements are as follows: length 12.126, width 11.029. Height 3.789; maximum distance between columns is 4.192

The project involves design of an R.C.C auditorium B+G+2 of 12mx 23m for L.B.S college, Kasargod, Kerala. The structures have a basement level parking, ground floor is for stage and seating area. The first floor of the structure is equipped with office room. The structure is designed considering the possibility of future expansion. Three faces of the basement level are designed with shear wall and the 4th side is open for entry and exit of the vehicles. The columns in basement had to be oriented and placed in such a manner as to provide clear way for vehicle movement and to get maximum parking space. The structure was designed base on Indian Standards. The structure was designed in Etabs and the reinforcement details, Slab design and Footing design was manually calculated. Mat foundation was considered for the structure as the Column spacing was considerably less for considering isolated footing. The design of the footing was carried out by obtaining the reactions from the column through Etabs.

The project involves the design of a pumproom for the factory facility of structure at Pune, India. The structure was modelled in staad, with Indian standard for design. The building consists of 2 number of 340m3 capacity storage on the ground floor along with an equipment room. The beams and columns were placed as to accommodate tank on the roof of the structure. The walls were modelled as plate elements and loads due hydrostatic force and earth pressure was applied on the structure for the analysis. The reinforcement details were prepared by taking the reactions and analysis output of the structure.

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.

The project involves foundation design of a PEB structure using STAAD foundation software. The PEB is a storage warehouse designed in STAAD Pro. The longitudinal bay spacing is 5m with a span of 50m. Isolated footing is provided for each columns. Strength of concrete is 30MPa and yield strength of steel is 420MPa. Depth of footing is 950mm. Footing geometry and pedestal sizes along with steel bar detailing is done using STAAD foundation.

The client required a box culvert bridge to be designed for crossing a small river in Kasargod, Kerala. The culvert dimensions were 7.5m X 4.3m with the road carriage way width of 7.5m. The scope of the project was to find the slab dimensions of the box culvert with the reinforcements. The culvert was modelled as fine meshed plate elements and beams are run width-wise to apply moving loads on the top slab. The model was designed for trailer loads as per IRC 6: 2017 and designed as per IS 456: 2000.

The scope of the project was to design isolated and combined foundations for a series of buildings for Customs in Bhairahawa, Indo-Nepal Border. The isolated footings were designed in STAADFoundation. The combined footings were designed as fine meshed plate element in STAAD.Pro with a line element as pedestal to apply the loads from the superstructures. The model was designed as per IS 456: 2000

The scope of the project was to design a machine foundation for hydraulic pressers. The foundation was modelled and designed in STAAD.Pro as finely meshed plate element as base slab. Dynamic Load of the presser was applied on the model and analysis was done as per IS 456: 2000.

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.

The project scope involves the design of a steel walkway with dimensions of 15 meters in length and 1.2 meters in width (center-to-center). The structural support will be provided by pedestals designed based on forces derived from STAADPro analysis. The foundation depth is set at 1.5 meters, and the soil bearing capacity is considered to be 100 kN/m², with combined footings designed using STAAD Foundation Advanced to ensure stability and effective load distribution. In addressing the technical aspects, the project emphasizes thorough structural analysis to assess integrity and safety. Site and environmental challenges, such as soil conditions and physical limitations, will be carefully evaluated to mitigate risks during construction. Compliance with local building codes and safety regulations is essential, and all necessary permits will be secured prior to commencement.

The project involves the design of steel structures for the proposed Jupiter Hospital in Thane, with specific dimensions for various components. The main steel structure measures 20.216 m by 3.9 m (center-to-center), while the emergency canopy is 5.040 m by 2.884 m (center-to-center). Additionally, three entrance canopies are designed with dimensions of 20.515 m by 4.5 m (center-to-center). STAAD Pro analysis and design software is employed to analyse the steel superstructure, adhering to relevant codes and standards.The design process is complex and must consider various challenges, including existing structures, utilities, and topography, which may require creative solutions. A comprehensive approach is essential to address both the technical aspects and the site-specific challenges of the canopies. Through careful planning, effective collaboration among stakeholders, and consideration of regulatory requirements, the project aims to deliver functional, safe, and visually appealing canopies that enhance the overall space of the hospital.

The project involves the development of Structural steel extension building and quantity of material estimation. The plan dimension of the steel structure of proposed hospital at thane-extension 22.5mx74.985m c/c. STAAD Pro analysis and design software is employed to analyse the steel superstructure, adhering to relevant codes and standards. The scope of a steel extension building project encompasses a comprehensive range of activities from design through to construction and maintenance. By carefully addressing each aspect, the project aims to deliver a functional, safe, and durable extension that meets the evolving needs of the facility.

The project involves the review of 3 residential buildings located in Bangalore, Karnataka. The primary objective of this project was to conduct a comprehensive assessment of the building’s geometrical modelling, properties, loading and boundary conditions. The structure is a Reinforced-Concrete structure with Beam-slab system and is complying with the Bureau of Indian Standard norms for seismic forces-IS: 1893-2016 with co-efficient applicable for Zone-II. The building is reviewed to ensure compliance with Indian standards, verifying that its design ensures safety and reliability while adequately resisting governing forces such as seismic activity and wind loads. The review projects platform provides an invaluable opportunity to gain extensive knowledge and insights, allowing participants to deepen their understanding and enhance their skills.