Steel Buildings in Europe

Title APPENDIX B. Worked Example: Wind action on a single-storey building 11 of 11 3 - 56 Wind +0,07 -1,25 -0,79 -0,73 -0,59 -1,19 -0,92 -0,73 F fr = 8,32 kN Figure B.10 Accidental design situation: door open upwind (wind on gable) with c pi = +0,6 Wind +0,92 -0,13 (+0,59) -0,26 (+0,59) +0,13 +0,26 -0,33 -0,7 +0,13 -0,13 (+0,59) -0,07 (+0,59) +0,13 Figure B.11 Accidental design situation: door open downwind (wind on long side) with c pi = -0,7 Values in brackets should be used together