The initial conceptual drawings revealed joint instability due to inadequate gusset plate sizing and positioning, threatening the system’s ability to transfer loads effectively.
Some members were overdesigned, leading to unnecessary material usage and increased structural weight.
Accurate camber and deflection values were also missing from the inputs, requiring precise structural analysis.
Coordinating with other design elements during the modeling process presented potential clashes that needed resolution before fabrication and construction.
Gsource performed detailed load calculations, including dead, live, and environmental loads, to analyze structural behavior and ensure code compliance with AISC 360-16.
Camber and deflection values were calculated and incorporated into the final truss design for better performance under load.
Gusset plate designs were revised to strengthen joint stability and improve overall load transfer efficiency.
Structural members were optimized to reduce total weight while maintaining safety and performance, resulting in cost-effective fabrication.
A clash-free 3D model was developed, incorporating coordination checks to ensure smooth integration with adjacent structural systems.
The deliverables included shop drawings with detailed joint and connection layouts, a coordinated 3D truss model, and structural reports ensuring accurate documentation and faster permit approvals.
The client is an industrial infrastructure developer based in Missouri seeking high-performance steel truss systems for heavy-load structural applications.
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