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span (ft)
spacing
in.
ft
ASTM designation and yield stress
live load (psf)
dead load (psf)
A36: Fy=36 ksi
A992: Fy=50 ksi
other:
allow. live load deflection = span/
allow. total load deflection = span/
Mmax (ft-kips)
Vmax (kips)
Lightest choice
reduction coeff:
live load used:
yes
no
yes
no
yes
no
yes
no
yes
no
continuous
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ft-lb
ft-kips
in-lb
in-kips
lb
kips
Checks:
errors:
span must be greater than 0
spacing must be greater than 0
live load must be greater or equal to 0
dead load must be greater or equal to 0
LL defl. demoninator must be greater than 0
TL defl. denominator must be greater than 0
at least one bending, shear, or deflection criterion must
be 'yes'
alternative method errors:
Alternative moment must be greater than 0
Alternative shear must be greater than 0
warnings:
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