Tablo

Hasır EbadıHasır TipiHasır Çubukların Boy/EnAğırlık
Göz AğırlığıÇapKenar Çubuk AdediHasırKesitm2
İç BölgeKenar Bölge
 Q 106/106150/1504.5... .........1.0617.621.63
4.51.06
Q 131/1315.0... .........1.3121.702.02
5.01.31
Q 158/1585.5... .........1.5826.362.45
5.51.58
Q 188/1886.0... .........1.8831.292.91
6.01.88
Q 221/2216.5... .........2.2136.653.40
6.52.21
Q 257/2577.0... .........2.5742.563.96
7.02.57
Q 295/2957.5... .........2.9546.674.34
7.52.95
Q 317/1887.85.5433.1735.423.29
6.01.88
Q 317/2217.85.5433.1738.123.55
6.52.21
Q 317/3177.85.5433.1746.174.30
7.83.17
Q 335/2218.06.0433.3540.043.73
6.52.21
Q 335/2578.06.0433.3543.024.00
7.02.21
Q 335/3358.06.0433.3549.624.61.
8.03.35
 Q 377/188150/1506.0 d6.0433.7739.063.63
6.01.88
Q 377/2216.0 d6.0433.7741.753.88
6.52.21
Q 377/3378.56.0433.7754.915.11
8.53.77
Q 443/2216.5 d6.5434.4345.744.25
6.52.21
Q 443/2216.5 d6.5434.4358.875.48
8.53.77
Q 513/2577.0 d7.0435.1353.134.94
7.02.57
Q 513/3777.0 d7.0435.1363.285.88
8.53.77
Q 589/2957.5 d7.5435.8961.055.67
7.53.77
Q 589/2957.5 d7.5435.8968.006.33
8.52.95
Q 513/513150/757.0 d7.0435.1373.916.88
7.05.13
Q 589/5897.5 d7.5435.8984.927.90
7.55.89

BETON HASIRI