Question: Design the longitudinal and link reinforcement assuming Class x C 1 exposure. The beam is made of class C 2 5 / 3 0 concrete

Design the longitudinal and link reinforcement assuming Class xC1 exposure. The beam is made of class
C25/30 concrete and grade 500 steel.
Design of a one-way spanning slab.
Design the floor for an imposed load of 6kNmm2, assuming class XC1 exposure. Assume the concrete
class as C25/30 and steel grade 500.
Design the longitudinal and link reinforcement

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