5748dc0d-878c-4605-addf-e6b6712706fa 69 4 5 decimal
&[DATE] &[TIME]
&[PAGENUM] / &[COUNT]

Delete Any of the colored regions and the other calulcation will work.

Live Load Element Factor Matrix

K.LLM Int. columns 4 Ext Col's no Cantilever 4 Edge Col's w/ Cant. 3 Corner Col's w/ Cant. slab 2 Edge beams w/out cant. slab 2 Int. Beams 2 All other members not identified 1 7 2 mat :

Live Load Reduction Factor Matrix

K.LL# A.T# L.0# n.flr# PVG# fLLRed KA.T# K.LL# A.T# * : L'# L.0# 0.25 15 K.LL# 1 ft 2 ^ * / A.T# * sqrt / + ( * eval : Find max % reduction factor R.max# 1 KA.T# 400 ft 2 ^ * ≤ 1 L.0# 100 psf * > ( n.flr# 2 < ( & 1 PVG# Yes ≡ ( n.flr# 2 < ( & 0.8 L.0# 100 psf * > 0.8 PVG# Yes ≡ 0.4 n.flr# 2 ≥ 0.5 cases : L# L.0# R.max# L.0# * L'# Max Min : Messages: L.0# 100 psf * > Msg# Heavy Live Load Limits Applied : 0 if KA.T# 400 ft 2 ^ * ≤ Msg# Area too small : 0 if PVG# Yes ≡ Msg# Passenger Vehicle Limits Applied : Msg# Roof reductions are not applied here : if L# L'# R.max# Msg# 4 1 sys 10 1 line :

Unreduced Live Load

Number of floors (no roof)

Tributary area

 ft 2 ^ 312.5

Passenger Vehicle Garage?

"Yes" or "No" - PVG's are limited to 20% reduction
  • "Int. columns"
  • "Ext Col's no Cantilever"
  • "Edge Col's w/ Cant."
  • "Corner Col's w/ Cant. slab"
  • "Edge beams w/out cant. slab"
  • "Int. Beams"
  • "All other members not identified"

Choose LL element Factor

 K.LL 2 1627.9288 kg m s 2 ^ * / * 1627.9288 kg m s 2 ^ * / * 0.4 Roof reductions are not applied here 4 1 sys

Reduced Live load

 psf 34

Results: