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Mahadik Jayesh Sharad

5097

Design of Steel Truss for 16 meter span

This project covers the designing a steel truss for a Industrial Building needing a span of 16 meters. 


Report Content

Title

Introduction to the Project and drawings

Drawings and Dead Load and Live Load Calculations

Comparison of Manual Load Calculation Results of forces with STAAD software calculation Results of forces

Wind Load Calculations and Grouping of Members

Design of Members of Truss for Compression Force

Design of Members of Truss for Tension Force

Design of Connections and Design of Column

Design of Base Plate and Column Design Drawings

Connection Drawings, Gusset Plates and Purlin Rafter connection details