Reinforcement Detailing of Beams from ETABS output

Sfd at grid 3 due to manual load Generation of (1.2*(DL+LL+Floor Finish+ Brick Wall))

SFD at Grid A due to 1.2(DL+LL+ brick wall+ Floor Finish)

this is the First span of 3rd Grid from left hand.

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Middle span of Grid A was failing in Crushing Failure of concrete in shear, whose protection does not directly related to transvere Shear R/F in a member.

Ways to protect from this failure:

1. Increase the Grade of Concrete.

2. Reconfigure the section properties.