M 1:10CROSS SECTION
1616
16 16
2STIRRUP 12/15 cm 21
56
1212
2 STIRRUP 12/15 cmL=1,70 m, pcs 1935
1 16, L=12,0 m, pcs 324
11
12001200overlap 130 cm
15
60
25
22
38
20
39
165
1,70
12,00
(m)
PO
S
LENGTH PER PROFILE (m)
1935
324
PC
SlB-500-B
REINFORCEMENT TABLE
1
SHAPEAND
DIMENSIONS(cm) (mm)
16
12
LENGTH (m/)
MASS PER METER (kg/m)
TOTAL MASS (kg) 11 309,92
12 16
ANCHOR BEAM L(total)=290 m
1,242 1,621
7224,364085,56
1200
1112
1238
21
56
2
3888,00
3289,50
MASS PER DIAMETER (kg/)
3888,00
20
3289,50
C 25/30B 500 B
ANCHOR BEAM REINFORCEMENT
XF2; S2; Cl 0,2Dmax 32 mm
INSTITUT IGH
studeni/ november 2010.
1:10
10 000 ZAGREB, J. RAKUE 1
KONZULTANT / CONSULTANT:
GLAVNI PROJEKTANT / MAIN DESIGNER:
PROJEKTANTI SURADNICI / ASSOCIATES DESIGNERS:
SADRAJ /
RAZINA PROJEKTA:
VRSTA PROJEKTA:
BROJ NACRTA / CODE DRAWING:
MAPA / VOLUME:
DATUM / DATE:
GLAVNI PROJEKT - RADNA VERZIJA
mr.sc. MIRJANA MAALA-BUHIN, dipl.ing.gra.
GRAEVINSKI PROJEKT
MJERILO / SCALE:
KOSOVA MOTORWAY PROJECT
NARUITELJ / CLIENT:
PROJEKT / PROJECT:
PROJEKTANT / DESIGNER:
MARIJA ANTUNOVI, dipl.ing.gra.
DIONICA / SECTION
TITLE:
DRAFT FINAL DESIGN
CONSTRUCTION DESIGN
PROJECT LEVEL:
REPUBLIC OF KOSOVOMINISTRY OF TRANSPORT AND COMMUNICATIONS
PROJECT TYPE:
BROJ EVIDENCIJE:REGISTER NUMBER:
OZNAKA DOKUMENTA / FILE CODE:
ANCHOR BEAM REINFORCEMENTARMATURA SIDRENE GREDE
Section 1/1
IG - 011 - F - R013 - 3302 - YD
3302 - YD
MORIN TO MERDARE
REVISION DESIGNERDESCRIPTION DATE
ANCHOR BEAM REINFORCEMENT
