A fixed beam AB of span 10 m is subjected to a concentrated load of 72 kN acting at mid span C. The maximum bending moment in the beam is
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Memorize the key formulas for fixed beams:
- Point Load at Center: Max Moment = $PL/8$ (at center and supports).
- UDL over entire span: Max Moment = $wL^2/12$ (at supports). The center moment is $wL^2/24$.