BEF-PCSTATIK PC-Statik Bjælkeberegning efter EC2
BEF-PCSTATIK PC-Statik Bjælkeberegning efter EC2
BEF-PCSTATIK PC-Statik Bjælkeberegning efter EC2
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Udvikling Konstruktioner <strong>PC</strong>-<strong>Statik</strong><br />
<strong>BEF</strong>-<strong><strong>PC</strong>STATIK</strong> <strong>Bjælkeberegning</strong> <strong>efter</strong> <strong>EC2</strong><br />
ALECTIA A/S<br />
17681-<strong>BEF</strong>-<strong><strong>PC</strong>STATIK</strong>-318422-2.doc Side 33 af 66<br />
5.2 Materialer<br />
5.2.1 Beton<br />
MPa<br />
f<br />
E<br />
MPa<br />
MPa<br />
f<br />
for<br />
f<br />
MPa<br />
f<br />
for<br />
f<br />
f<br />
MPa<br />
MPa<br />
f<br />
f<br />
MPa<br />
MPa<br />
f<br />
f<br />
MPa<br />
f<br />
cm<br />
cm<br />
ck<br />
cm<br />
ck<br />
ck<br />
ctm<br />
ck<br />
cm<br />
c<br />
ck<br />
cc<br />
cd<br />
ck<br />
35220<br />
)<br />
10<br />
/<br />
(<br />
22<br />
51<br />
,<br />
3<br />
50<br />
))<br />
10<br />
/<br />
(<br />
1<br />
·ln(<br />
212<br />
50<br />
·<br />
30<br />
,<br />
0<br />
48<br />
8<br />
6<br />
,<br />
28<br />
4<br />
,<br />
1<br />
/<br />
40<br />
·<br />
1<br />
/<br />
·<br />
40<br />
3<br />
,<br />
0<br />
)<br />
3<br />
/<br />
2<br />
(<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
5.2.2 Længdearmering<br />
MPa<br />
E<br />
E<br />
MPa<br />
MPa<br />
f<br />
f<br />
MPa<br />
f<br />
sk<br />
sd<br />
c<br />
y<br />
yd<br />
y<br />
200000<br />
458<br />
2<br />
,<br />
1<br />
/<br />
550<br />
/<br />
550<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
5.2.3 Bøjlearmering<br />
MPa<br />
E<br />
E<br />
MPa<br />
MPa<br />
f<br />
f<br />
MPa<br />
f<br />
sk<br />
sd<br />
c<br />
yw<br />
ywd<br />
yw<br />
200000<br />
342<br />
2<br />
,<br />
1<br />
/<br />
410<br />
/<br />
410
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