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BETON DAYANIM ÖZELLİKLERİ
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| BETON
SINIFI |
KARAKTERİSTİK
DAYANIM |
HESAP
DAYANIMI |
EŞDEĞER
KÜP DAYANIMI |
ELASTİTİTE
MODULUX103 |
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N/mm2(Kg/cm2) |
N/mm2(Kg/cm2) |
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| |
fcd(basınç) |
fctd(çekme) |
fcd(basınç) |
fctd(çekme) |
N/mm2(Kg/cm2) |
N/mm2(Kg/cm2) |
| BS 14 (Bn 140) |
14 (140) |
1,3 (13) |
9 (90) |
0,87 (8,7) |
16 (160) |
26,15 (261,5) |
| BS 16 (Bn 160) |
16 (160) |
1,4 (14) |
11 (110) |
0,90 (9,0) |
20 (200) |
27,00 (270,0) |
| BS 20 (Bn 200) |
20 (200) |
1,6 (16) |
13 (130) |
1,00 (10,0) |
25 (250) |
28,50 (285,0) |
| BS 25 (Bn 250) |
25 (250) |
1,8 (18) |
17 (170) |
1,15 (11,5) |
30 (300) |
30,25 (302,5) |
| BS 30 (Bn 300) |
30 (300) |
1,9 (19) |
20 (200) |
1,25 (12,5) |
35 (350) |
31,80 (318,0) |
| BS 35 (Bn 350) |
35 (350) |
2,1 (21) |
23 (230) |
1,35 (13,5) |
40 (400) |
33,20 (332,0) |
| BS 40 (Bn 400) |
40 (400) |
2,2 (22) |
27 (270) |
1,45 (14,5) |
45 (450) |
34,55 (345,5) |
| BS 45 (Bn 450) |
45 (450) |
2,3 (23) |
30 (300) |
1,55 (15,5) |
50 (500) |
35,80 (358,0) |
| BS 50 (Bn 500) |
50 (500) |
2,5 (25) |
33 (330) |
1,65 (16,5) |
55 (550) |
36,95 (369,5) |
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