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The document shows computations for the shear force and bending moment diagrams of a fixed-end beam subjected to a triangular uniform distributed load (UDL). Key inputs include a UDL of 30 kN/m, a span of 4.5 m, and fixed supports at both ends. The right reaction is calculated as 67.5 kN. Points along the beam are used to calculate shear forces and bending moments, plotting the diagrams with bending moment reaching a maximum of -101.25 kNm at the right support.

Author

mind_mac243028

Language

EN