Ferracin Group - Solaio Svelto EN

Solaio Svelto
;LJOUPJHS+L[HPSZ
CATEGORY
LEGISLATION
SOLAIO SVELTO H-9
CATEGORY
DESCRIZIONE
DESCRIPTION
CATEGORIA
Environments
not subject to
overcrowding
(housing and related
services, hotels,
VMÄJLZUV[VWLU
to the public) and
practicable
relativeterraces
200 kg
/ m²
CAT. 1
CAT. 2
CAT. 3
Environments
subject to
overcrowding
(restaurants, cafes,
banks, hospitals,
W\ISPJVMÄJLZ
barracks) and
relative practicable
terraces
/ m²
300 kg
Environments subject to high
(conference
level overcrowding
rooms, cinemas, theatres,
churches, shops, stands with
Ä_LKZLH[ZHUK relative
- 400 kg / m
practicable terraces
ACTUAL
FLOOR
LUCE
SPAN
REALE
SOLAIO
(NET DISTANCE
(DISTANZA
NETTA
VINCOLO-VINCOLO)
CONSTRAINT-CONSTRAINT)
INTERASSE
CENTRE OF
TRAVETTI
JT
JT
CENTRE TO
BEAMS
H
TOTAL
TOTALE
SOLAIO
STRUCTURAL
STRUTTURALE
H
H
CAPPA
CAP
FLOOR
JT
JT
PERMANENT
PP
CARICHI
LOAD
STRUCTURAL
INCIDENTAL
TOTAL
(PARTITION
STRUTTURALE
PERMANENTI
CARICHI
TOTALE
WALLS,
LOAD
LOADS
FLOOR
SVELTO
(TRAMEZZE,
ACCIDENTALI
CARICHI
SOLAIO
FLOORING AND
SVELTO
PAVIMENTO
E
H-9 H-9
SUB-BASE)
SOTTOFONDO)
2NTõ
2NTõ
2NTõ
2NTõ
˜
*H[!
MYVT[V
*H[!
MYVT[V
*H[!
from[V
*H[!
MYVT[V *H[!
MYVT[V
*H[!
˜
*H[!
MYVT[V
*H[!
MYVT[V
*H[!
MYVT[V
*H[!
MYVT[V *H[!
˜
*H[!
˜
*H[!
MYVT[V
*H[!
CAT. 1
CATEGORY
LEGISLATION
SOLAIO SVELTO H-14
CAT. 2
CATEGORY
DESCRIZIONE
DESCRIPTION
CATEGORIA
Environments
not subject to
overcrowding
(housing and related
hotels,
services,
VMÄJLZUV[VWLU
to the public) and
relative practicable
terraces
200 kg / m²
Environments
subject to
overcrowding
(restaurants, cafes,
banks, hospitals,
W\ISPJVMÄJLZ
barracks) and
relative practicable
terraces
300 kg / m²
Environments
subject to hig
level overcrowding
(conference rooms,
cinemas, theatres,
churches, shops,
Z[HUKZ^P[OÄ_LK
seats) and relative
practicable terraces
400 kg
/ m²
CAT. 3
H
TOTAL
TOTALE
SOLAIO
STRUCTURAL
STRUTTURALE
PERMANENT
PP
CARICHI
LOAD
INCIDENTAL
TOTAL
STRUCTURAL
(PARTITION
PERMANENTI
CARICHI
TOTALE
STRUTTURALE
WALLS,
LOAD
LOADS
FLOOR
SVELTO
SOLAIO
(TRAMEZZE,
ACCIDENTALI
CARICHI
FLOORING AND
SVELTO
H-9 H-14 PAVIMENTO
SUB-BASE)E
SOTTOFONDO)
ACTUAL
FLOOR
LUCE
SPAN
REALE
SOLAIO
(NET DISTANCE
(DISTANZA
NETTA
VINCOLO-VINCOLO)
CONSTRAINT-CONSTRAINT)
INTERASSE
CENTRE OF
TRAVETTI
JT
JT
JT
JT
2NTõ
2NTõ
2NTõ
MYVT[V
MYVT[V
MYVT[V
MYVT[V
*H[!
*H[!
*H[!
*H[!
CENTRE TO
BEAMS
H
H
CAPPA
CAP
FLOOR
2NTõ
from[V *H[!
from[V
*H[!
from[V
*H[!
MYVT[V MYVT[V MYVT[V
*H[!
*H[!
*H[!
from[V
*H[!
from[V
*H[!
from[V
*H[!
from[V
MYVT[V
MYVT[V
*H[!
*H[!
*H[!
from[V *H[!
from[V
*H[!
MYVT[V
MYVT[V
*H[!
*H[!
NOTES: The tables are indicative and generic, therefore they do not take account of particular cases, for each action which is not covered the manufacturer should be consulted, in order to assess the most suitable
solution. For structural calculations a beam-type lattice was considered with a base of 12 cm, height 2.5 cm made of concrete and R’ck 250 Kg/cm2 and steel FeB 44K and an electro-welded mesh Ø5 mesh 20x20 cm.
FERRACIN GROUP s.r.l.
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