👉Structural Analysis: Simply Supported Beam (UDL)
💫A simply supported beam of 8 m span carries a Uniformly Distributed Load (UDL) of 10 kN/m over its entire length.
🚧Support Reactions: Due to the symmetrical load, both supports carry equal reactions: RA = RB = 40 kN.
🪧Maximum Shear Force: 40 kN at the supports.
🏷Maximum Bending Moment: 80 kN·m at the beam's center.
🧷Maximum Deflection (Δmax): Occurs at the midspan (L/2 = 4 m) and is calculated using:
Δmax = (5wL⁴) / (384EI)
🪧Minimum Deflection: 0 mm at both supports (A and B), since the beam is supported there.
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