[철근콘크리트]PM상관도

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c a ε_y ε_s1(압축) ε_s2(인장) σ_s1 σ_s2 P_n(kN) M_n(kN-m) Ø ØP_n(kN) ØM_n(kN-m)
기본 데이터 step0_1 6275.5452800000003 0 0.65 4079.1044320000005 0
step0_2 5500 189.69934314644973 0.65 3575 123.30457304519233
fck 24 step1 435 369.75 2E-3 0 2.5517241379310347E-3 0 400 4946.9952800000001 324.96498764999996 0.65 3215.5469320000002 211.22724197249997
fy 400 step2 425 361.25 2E-3 -7.0588235294117641E-5 2.5411764705882355E-3 -14.117647058823529 400 4816.5757505882348 339.56938823823521 0.65 3130.7742378823527 220.72x--xx
E_s 200000 step3 415 352.75 2E-3 -1.4457831325301204E-4 2.5301204819277111E-3 -28.915662650602407 400 4684.0492559036138 353.65807xxx012038 0.65 3044.632xxxxxxxxxxx 229.87774561707826
b 500 step4 405 344.25 2E-3 -2.2222222222222221E-4 2.5185185185185185E-3 -44.444444444444443 400 4549.2597244444441 367.24742098333326 0.65 2957.x--xx 238.71082363916662
h/2 250 step5 39…(생략)