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.