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This document provides a structural analysis of a roof truss with two supports. It includes calculations of loads, reactions, moments, stresses, and deflections. The maximum stress of 0.92 kN/m^2 is below the permitted stress of 1.0 kN/cm^2. The maximum deflection of -0.24 cm is less than the permitted deflection of 1.39 cm. Therefore, the truss passes the checks for stresses and deformations.

Author

Emin Bajramovic

Language

EN