Ngày tải lên :
09/12/2016, 21:33
... 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 ... 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) ```,,`,`````,,`,,``,`,,,,,`,,-`-`,,`,,`,`,,` ... ```,,`,`````,,`,,``,`,,,,,`,,-`-`,,`,,`,`,,` - 23 EN 1993-1-5: 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...