Steel Buildings in Europe

Title APPENDIX B. Worked Example: Wind action on a single-storey building 10 of 11 3 - 55 -0,73 Wind +0,33 -0,73 (+ 0) -0,33 (+ 0) -0,46 -0,33 -0,92 -0,66 -0,46 -0,73 (+ 0) -0,66 (+ 0) Figure B.8 Wind on long side with c pi = +0,2 The values in brackets should be used together. Wind +0,66 -0,40 (+0,33) -0 (+0,33) -0,13 0 -0,59 -0,33 -0,13 -0,40 (+0,33) -0,33 (+0,33) -0,40 Figure B.9 Wind on long side with c pi = -0,3 Values in brackets should be used together.