slab - alb2
DESCRIPTION
placaTRANSCRIPT
P1 P1 P1
P2 P2 P2
P2 P2 P2
P3
P4
P3 P3
P4 P4
P5 P5 P5
P6 P6 P6
P8 P7 P7
725
750
725
750
25
227,5
20
230
20
230
20
230
20
230
20
227,5
25
25
25
250
250
250
250
250
250
750
750
375
25
362,5
1875
INFERIOR REINFORCEMENT
SUPERIOR REINFORCEMENT
31,25
284,38
25
287,5
25
287,5
25
15,63 312,5 312,5 312,5
937,5
P4
P1 P2 P2
P3P5 P6
No. of pcs.
Mass of unit
(kg)
Total mass
(kg)
113 GQ 246 3646,37
Q 221 3218,8
1669,32
601,6
No.
Total
mass
(kg)
P1
113 GQ
246
46,378
370,96
P2
113 GQ
246
1646,37 741,92
Type of
welded
wire fabric
P3
P4
P5
8150,47
8150,4718,8
P6
Q 221
Q 221
8
8
10,97 87,76
10,97 87,76
P7
113 GQ
246
P8
846,37 418,72
113 GQ
246
446,37 204,03
Q 221
18,8Q 221
of
pcs.
Mass of unit(kg)
SECTION
Concrete C30/37
Steel Grade S500
Structural Grade S4
Exposure Class XC1
Cnom=25
Welded Wire Characteristics
Length(mm) Width(mm)
Mass of
unit (kg)
No. of pcs.
Total mass
(kg)
113 GQ ϕ5.6/100 - ϕ6/100 60002000
Q 221 ϕ6.5/150 - ϕ6.5/1505000 2150
36
32
46,37
18,8
1669,32
601,6