2A three span continuous beam ABCD is subjected
to a live load of 15 kN/m and dead load of 3kN/m (excluding its self-weight) across the spans AB, BC and CD. The span of beam AB is 4.5 m,
BC is 5.25 m and CD is 5.0 m. Calculate the tension reinforcement required at mid-span of beam CD. Take M25 grade of concrete and Fe550 grade of steel.
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AB, BC and CD. The span of beam AB is 4.5 m, BC is 5.25 m and CD is 5.0 m. Calculate the
tension reinforcement required at mid-span of beam CD. Take M25 grade of concrete and Fe550 grade of steel.
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