Ngày tải lên :
09/12/2016, 21:33
... ```,,`,`````,,`,,``,`,,,,,`,,-`-`,,`,,`,`,,` - 23 EN 19 93 -1- 5: 20 06 (E) 1, 3 1, 2 1, 1 0,9 0,8 Pw 0,7 0 ,6 0,5 0 ,4 0 ,3 0 ,2 0 ,1 0 0 ,2 0 ,4 0 ,6 0,8 1, 2 1 ,4 1 ,6 1, 8 2, 2 2 ,4 2 ,6 2, 8 8w Rigid end post Non-rigid end ... 5 .1 5 .2 5 .3 5 .4 5.5 13 13 13 13 15 18 21 21 Basis Design resistance Contribution from the web Contribution from flanges Verification 21 22 22 25 25 Resistance to transverse forces 6. 1 6. 2 6. 3 6. 4 ... constructed in the relevant country – 2. 2(5) – 3. 3 (1) – 4. 3 (6) – 5 .1( 2) – 6. 4( 2) – 8 (2) – 9 .1( 1) – 9 .2 .1( 9) – 10 (1) – 10 (5) – C .2 (1) – C.5 (2) – C.8 (1) – C.9 (3) – D .2. 2 (2) ```,,`,`````,,`,,``,`,,,,,`,,-`-`,,`,,`,`,,`...