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Mu
units
d (in.)
f'c (ksi)
fy (ksi)
ft-kips
in-kips
ft-lb
in-lb
3
4
5
beam type
As (sq in.)
rectangular beam
T-beam (positive moment)
T-beam (negative moment)
slab
No. 3
No. 4
""
Effective width:
Checks:
based on ACI 318-14
based on ACI 318-08
errors:
rho must be <= rho max
slab spacing must be 2" min.
d must be >= slab thickness for beams
beam span must be > 0
stem width must be > 0
effective depth, d, must be > 0
centerline spacing must be > stem width
""
warning:
""
""
""
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