Question: A continuous beam supports a monolithically cast balcony slab. The service ( unfactored ) live load on the slab is 4 . 8 k N

A continuous beam supports a monolithically cast balcony slab. The service (unfactored) live load
on the slab is 4.8kNm2. The flexural design for the beam at the supports has been completed. Design
the transverse reinforcement for the beam due to combined shear and torsion at the support only. You
are not required to check the effects of shear and torsion on longitudinal reinforcement. Assume 40
mm clear concrete cover. fc'=30MPafy=400MPa
A continuous beam supports a monolithically cast

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