p20 timber beam - mywood
Post on 24-Oct-2021
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P20 timber beam
2* incl. working load 1,5 kN/mNote: the table is provided for provisional dimensioning, and does not replace structural verifications.
4I = 4181cmy
2A = 101cm max. deflection in centre of field l/500
Determination of spans
ceilingdepth
totalload*
crossbeam spacing (m)
spacing between main beams (m)
spacing between main beams (m)
distance between supports (m)
1 2
1,5%
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