Governing deck joist span check: bending stress.
Minimum of bending, shear, live-deflection and total-deflection spans.
Also computed
Utilization at the entered check span (2x10 actual 1.5 x 9.25 in).
Surface live + dead load multiplied by joist spacing.
fb = M/S using M = w*L^2/8.
fv = 1.5*V/(b*d).
1.779 kN · 400 lbf
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