Volumetric Shear Reinforcement – Marzan.StrucVision

Concrete

f'c

MPa

λ (lightweight)

Reinforcement

f_y (Long. bars)

MPa

f_yh (Ties)

MPa

Adjacent Beam

Max beam bar

Column Cross-Section

C₁ dimension

C₂ dimension

Clear height, lc

Clear cover, cc

Tie / Hoop

Tie bar size

Tie spacing, s

Legs in C₁-dir, n₁

—

Legs in C₂-dir, n₂

—

Longitudinal Reinforcement

Corner bar size

Face bar size

Bars/C₁ face (incl. corners)

nos

Bars/C₂ face (incl. corners)

nos

Total long. bars = —

All code checks satisfied for this section.

Design Results BNBC 2020 (ACI 318-19)

Design Criterion

Perpendicular to C₁ (C₁-ties)

Perpendicular to C₂ (C₂-ties)

[my_comments]