fck 25 Cover 35coumn load 632

max minMy 3.7 0Mz 30 0

Columnb h ly lz

300 800 6000 3000

y z1 2 1 2

topb 300 300 300h 400 500 500l 3000 6000 6000

bottombhl

k1 k2 k1 k225600000 25600000 51200000 5120000025300000 0 12500000 0

1.0118577075 1000 4.096 1000

main bar dia 25 Link dia 8

y z

1.0118577 1000 4.096 10003.333 6.465

19998 19395i 230.9401076759 86.6025403784 86.6 224

ylim 60.7 60.7Slender Slender

kt kb kt kb

lo

mgi 25.8

Moed,y 29.5Moed,z 55.8

b' 244.5h' 744.5C 101/roy 6.49205E-006i/roz 1.97682E-005

-0.102333333-1.018333333

11

kr 1e2y 0.2596301794e2z 0.743613819M2y 164.1M2z 470

bybzK,yK,z

MEd,y 193.60MEd,z 525.80

check1 sld r 0.386607 2.586605 failCheck2 eccen 0.138075 7.242424 fail

Biaxial Bending should be taken into account

Bending moment for biaxial Bendingcheck8.269915 Z axis

b 0.89582.4

Critical axis Z axisM/bh2fck 0.324N/bhfck 0.105d/h 0.82

Asfyk/bhfck 0.52As 6240

nu 1.8n 0.19

Kr 1

new BmsM2y 193.6M2z 525.8Med 698.104

m/bh2fck 0.388Asfyk/bhfck 0.5As 6000kr 1

As 2512Ned/Nrd 0.140609

a 1.034

d/h 0.82Asfyk/bhfck 0.209333N/bhfck 0.105m/bh2fck 0.22

Mrdy 1056Mrdz 396

Check1.513696 > 1

fail(Medy/Mrdy)a +(Medz/Mrdz)a

inputClsificationMgiFst order mSecnd Ordr MDesign BMBiaxial BndngDesignm capasity