| HAZIR BETON DAYANIM ÖZELLİKLERİ ve SINIFI | ||||||
| BETON SINIFI | KARAKTERİSTİK DAYANIM | HESAP DAYANIMI | EŞDEĞER KÜP DAYANIMI | ELASTİTİ M0DULUX | ||
| N/mmz(Kg/cm2) | N/mm2(Kg/cm2) | |||||
| fcd (basınç) | fctd (çekme) | fcd (basınç) | fctd (çekme) | N/mm2 (Kg/cm2)’ | N/mm2 (Kg/cm2) | |
| C/14 (Bn 140) | 14(140) | 1,3 (13) | 9(90) | 0,87 (8,7) | 16(160) | 26,15 (261,5) |
| C/16 (Bn 160) | 16(160) | 1,4 (14) | 11 (110) | 0,90 (9,0) | 20 (200) | 27,00 (270,0) |
| C/20 (Bn 200) | 20 (200) | 1,6 (16) | 13(130) | 1,00 (10,0) | 25 (250) | 28,50 (285,0) |
| C/25 (Bn 250) | 25(250) | 1,8 (18) | 17(170) | 1,15(11,5) | 30 (300) | 30,25 (302,5) |
| C/30(Bn 300) | 30(300) | 1,9 (19) | 20 (200) | 1,25 (12,5) | 35 (350) | 31,80(318,0) |
| C/37 (Bn 350) | 35(350) | 2,1 (21) | 23 (230) | 1,35(13,5) | 40 (400) | 33,20 (332,0) |
