LOAD CONC. PLATE DATA REINFORCEMENT DATA

Plate Dimension

Height (H) Dia dist Dia dist

KNm MPa mm mm mm mm MPa

Travo 62 24.9 400 100 100 300 D ###-200 D ###### 400

ESP inlet 102 24.9 500 100 100 400 D ###-250 D ###### 400

18.68 200 50 50 150 D ###-250 D ###### 400

18.68 200 30 30 170 D ###-150 D ###### 40018.68 200 40 40 160 D ###-150 D ###### 400

Ultimate Moment

Comp.

Stress

Upper Reinf.

Bottom Reinf.

Yield Stress

Mu fc'Cover-

bott.bar (d'1)

Cover-upp.bar

(d'2)

Eff. Height

(D=H-d'1)

fy

Minimum Reinf. MOMENT CAPACITY REMARK

Nomimal Moment Condition Case

f

Nmm kNm kNm

540 0.0018 99526588 100 0.8 80 CASE2

720 0.0018 151070163 151 0.8 121 CASE2

270 0.0018 36526981 37 0.8 29 CASE3

306 0.0018 82187929 82 0.8 66 CASE3288 0.0018 76744505 77 0.8 61 CASE3

Note :

Condition Case :

Min. Reinf. Area

Min. Reinf. Ratio

Red. Facto

r

Resistant Moment

As-min rmin Mn fMn

mm2

REMARK

OK

OK

OK

OKOK

"OK" : Everthing is Ok"NG" : Moment of Load is greater than capacity

"CASE 1" : Bottom Steel Yield & Upper Steel Yield (comp)"CASE 2" : Bottom Steel Yield & Upper Steel Yield (tension)"CASE 3" : Bottom Steel Yield & Upper Steel Not Yield"CASE 4" : Bottom Steel Not Yield & Upper Steel Yield (comp)"CASE 5" : Bottom & Upper Steel Not Yield"ERROR" : Check the calculation

Ult. Moment ≤ Moment

capacity

LOAD CONC. PLATE DATA REINFORCEMENT DATA Minimum Reinf. MOMENT CAPACITY REMARK

Plate Dimension Nomimal Moment Condition Case

Height (H) Dia dist Dia dist f

KNm MPa mm mm mm mm MPa Nmm kNm kNm

64 21 350 100 100 250 D ###-200 D ###### 400 473 0.0019 157182228 157 0.8 126 CASE3 OK

37 21 350 100 100 250 D ###-200 D ###### 400 450 0.0018 122625301 123 0.8 98 CASE2 OK

Ultimate Moment

Comp.

Stress

Upper Reinf.

Bottom Reinf.

Yield Stress

Min. Reinf. Area

Min. Reinf. Ratio

Red. Factor

Resistant Moment

Mu fc'Cover-

bott.bar (d'1)

Cover-upp.bar

(d'2)

Eff. Height

(D=H-d'1)

fy As-min rmin Mn fMn

Ult. Moment ≤ Moment

capacitymm2

847.8

485,638.46

= (1+2/b)×(fc')0,5bo×d/6