Technical information

Technical specifications of ceilings	TERIVA 4,0/1 (with hollow concrete blocks)	TERIVA LIGHT 4,0/1 (with EPS blocks)	TERIVA LIGHT 4,0/2 (with EPS blocks)	TERIVA LIGHT 4,0/3 (with EPS blocks)	TERIVA LIGHT 6,0 (with EPS blocks)	TERIVA LIGHT 8,0 (with EPS blocks)
Joist length, m	1,8 – 7,2 m	1,8 – 7,2 m	1,80 – 8,0 m	1,8 – 8,6 m	1,8 – 7,8 m	1,8 – 7,2 m
Top concrete layer thickness	4 cm	4 cm	4 cm	4 cm	4 cm	4 cm
Minimal class of top concrete	С 20/25	С 20/25	С 20/25	С 20/25	С 20/25	С 20/25
Ceiling construction height	24 cm	24 cm	30 cm	34 cm	34 cm	34 cm
Minimal joist support on stonework	10 cm	10 cm	10 cm	10 cm	10-12 cm	10-12 cm
Input of monolithic concrete per 1 m²of ceiling (without separating ribs and concrete ring beam)	0,07 m³	0,07 m³	0,09 m³	0,10 m³	0,12 m³	0,12 m³
Fire resistance with concrete and lime plaster of 1,5 cm thickness	up to2 h	up to2 h	up to2 h	up to2 h	up to2 h	up to2 h
Gross ceiling load per 1 m²	670 kg	670 kg	715 kg	740 kg	1000 kg	1200 kg
Load without own construction weight per 1 m²	400 kg	480 kg	480 kg	480 kg	740 kg	940 kg
Mass of 1 m² per ceiling	270 kg	190 kg	235 kg	260 kg	260 kg	260 kg

Length,	The truss uses reinforcement							additional over the	Joist truss type
m	binding (Nr.4)	top bar (Nr.1a)	bottom bar (Nr.1)	1 additional bar (Nr.2)	length , m	2 additional bar (Nr.3)	length , m	length of the truss	Joist truss type
1.80	2Ø5	1Ø8	2Ø6						KJ 4,0/1
2.00	2Ø5	1Ø8	2Ø6
2.20	2Ø5	1Ø8	2Ø6
2.40	2Ø5	1Ø8	2Ø6
2.60	2Ø5	1Ø8	2Ø6
2.80	2Ø5	1Ø8	2Ø6
3.00	2Ø5	1Ø8	2Ø6	1Ø6	1.04
3.20	2Ø5	1Ø8	2Ø6	1Ø6	1.64
3.40	2Ø5	1Ø8	2Ø6	1Ø6	1.84
3.60	2Ø5	1Ø8	2Ø6	1Ø6	2.24	1Ø6	1.24
3.80	2Ø5	1Ø8	2Ø6	1Ø6	2.64	1Ø6	1.84
4.00	2Ø5	1Ø8	2Ø6	1Ø6	2.84	1Ø6	2.04
4.20	2Ø5	1Ø8	2Ø8	1Ø6	1.84
4.40	2Ø5	1Ø8	2Ø8	1Ø6	2.44	1Ø6	1.24
4.60	2Ø5	1Ø8	2Ø8	1Ø6	3.04	1Ø6	1.64
4.80	2Ø5	1Ø8	2Ø8	1Ø6	3.24	1Ø8	2.44
5.00	2Ø5	1Ø8	2Ø8	1Ø6	3.44	1Ø8	2.64
5.20	2Ø5	1Ø8	2Ø8	1Ø8	3.64	1Ø8	2.84
5.40	2Ø5	1Ø8	2Ø10	1Ø6	3.04	1Ø6	1.84
5.60	2Ø5	1Ø8	2Ø10	1Ø8	3.44	1Ø8	2.44
5.80	2Ø5	1Ø8	2Ø10	1Ø8	1.44	1Ø10	3.84
6.00	2Ø5	1Ø8	2Ø10	1Ø10	4.44	1Ø10	3.24
6.20	2Ø5	1Ø8	2Ø10	1Ø8	3.84	1Ø8	2.24
6.40	2Ø5	1Ø8	2Ø10	1Ø10	4.44	1Ø10	2.44
6.60	2Ø5	1Ø8	2Ø10	1Ø10	4.64	1Ø10	2.24
6.80	2Ø5	1Ø8	2Ø10	1Ø10	4.84	1Ø10	2.84
7.00	2Ø5	1Ø8	2Ø10	1Ø10	3.84	1Ø10	2.24	1Ø10
7.20	2Ø5	1Ø8	2Ø10	1Ø10	5.24	1Ø10	2.44	1Ø10
7.40	2Ø5	1Ø8	2Ø10	1Ø10	4.64	1Ø10	3.04	1Ø10	KJ 4,0/3
7.60	2Ø5	1Ø8	2Ø10	1Ø10	5.24	1Ø10	3.64	1Ø12
7.80	2Ø5	1Ø8	2Ø10	1Ø10	5.04	1Ø10	3.84	1Ø14
8.00	2Ø5	1Ø8	2Ø10	1Ø8	3.64	1Ø10	5.64	1Ø8
8.20	2Ø5	1Ø8	2Ø10	1Ø10	5.84	1Ø10	4.24	1Ø8
8.40	2Ø5	1Ø8	2Ø10	1Ø10	5.24	1Ø10	3.64	1Ø10
8.60	2Ø5	1Ø8	2Ø10	1Ø10	5.44	1Ø10	3.04	1Ø12

Note:
Additional reinforcement of TERIVA joist on the construction site is possible if required.

TERIVA ceilings support on walls parallel to joists	Detail 1.pdf Detail 1.dwg
Supporting the TERIVA ceiling on the wall	Detail 2.pdf Detail 2.dwg
Reinforcements inside the TERIVA ceiling under the walls of an upper floor	Detail 3.pdf Detail 3.dwg
TERIVA assembly in reconstruction	Detail 4.pdf Detail 4.dwg
TERIVA ceiling system and metal profiles	Detail 5.pdf Detail 5.dwg
Load distribution beam, detail around chimneys	Detail 6.pdf Detail 6.dwg
Staircase opening options	Detail 7.pdf Detail 7.dwg
TERIVA joists as a cantilevers, stair mounting detail	Detail 8.pdf Detail 8.dwg
nstallation of heated floor on TERIVA ceiling	Detail 9.pdf Detail 9.dwg
Cutting of hollow concrete block T-600 B and placing on the wall	Detail 10.pdf Detail 10.dwg
Cutting EPS block T-600 L/01 and placing on the wall	Detail 11.pdf Detail 11.dwg
Reinforcement of a joist-ends, that are longer then 6.0m	Detail 12.pdf Detail 12.dwg
Balcony and a Halfen hit part with TERIVA	Detail 13.pdf Detail 13.dwg
TERIVA as a support for a roof (Detail 1)	Detail 14.pdf Detail 14.dwg
TERIVA as a support for a roof (Detail 2)	Detail 15.pdf Detail 15.dwg