Calcular emisiones de CO2

Emission CO<sub>2</sub>
CO2 SAVER
BY USING POST-TENSIONING
1. MATERIALS SPECIFICATION
Concrete strength_28 days fck/fck,cube (Mpa)
Fluency strength rebars fyk
2. BUILDING DATA
SELECT USE FOR THE SLABS:
DL: (SUPERIMPOSSED DEAD LOAD):

LL: (LIVE LOAD- USE):

Total area of slab (m2)
Number of storeys:
Height of storey: (m)
Total height of building = PT

Total height of building = HA

3.DATA OF THE PANEL
data of the panel
Larger Length (m) = L1
Span's restraint condition L1
Shorter Length (m) = L2
Span's resgtraint condition L2
4.SELECTION OF TYPE OF SLAB
selection of type of slab
DIRECTION OF THE SLAB:

TYPE OF SLAB: SOLID SLAB

LOSA_MACIZA_SOLID_SLAB

SLAB CONFIGURATION:
PRESENCE OF BEAM:

5.SECTION DESIGN POST-TENSIONING SLAB
RECOMENDED THICKNESS (Post-tensioning)=

SELECT SECTION FOR DESIGN (POST-TENSIONING SLAB)
MACIZA-SOLID SLAB

Self weight's slab:

Minimum density's tendon = kg/m2

Maximum density's tendon = kg/m2

% SELF WEIGHT TO BALANCE (between 40 to 70%)
SELECT DIAMETER OF THE STRAND
Prestressed steel required mm2/m2 to balance self weight

Number of strands per m2 or number of strands per ribs

Density of prestressed steel

Verification of minimum pre compression

Minimum rebar steel (geometrical ratio)

6.SELECTION DESIGN CONCRETE REINFORCEMENT SLAB
RECOMMENDED THICKNESS (Concrete reinforcement)

Required thickness by strength (mm)

REQUIRED SECTIONS'S DESIGN

SELECT THICKNESS (R.C.) (introduce the figure closest to RECOMMENDED THICKNESS)
Self weight's slab:

7. CALCULATE EMISSIONS CO2 / SLAB
Post-tensioning Condition Material Relation
Volumen of concrete:

Rebars reinforcement (span)

Rebars reinforcement (supports)

Prestresing steel

Injection volumen:

Ducts:

Reinforcement Concrete Condition Material Relation
Volumen of concrete:

Rebars reinforcement (span)

Rebars reinforcement (supports)

Post-tensioning Condition CO2 kgm2 emission
Volumen of concrete:

Rebars reinforcement (span)

Rebars reinforcement (supports)

Prestresing steel

Injection volumen:

Ducts:

TOTAL C02 Kg/m2 (PT)

Reinforcement Concrete CO2 kg/m2 emission
Volumen of concrete:

Rebars reinforcement (span)

Rebars reinforcement (supports)

TOTAL C02 Kg/m2 (RC)

8. TOTAL EMISSIONS CO2 / SLAB
CO2 EMISSIONS IF YOU USE POST-TENSIONING TECHNOLOGY

CO2 EMISSIONS IF YOU USE REINFORCE CONCRETE (non use of post-tensioning)

REDUCTION OF EMISSION USING POST-TENSIONING

PERCENTAGE OF REDUCTION OF CO2 EMISSIONS

ciao

Calcular emisiones de CO2