building shell analysis - draft
DESCRIPTION
building shell analysis - draftTRANSCRIPT
![Page 1: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/1.jpg)
![Page 2: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/2.jpg)
Story -1
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.15 2.5 0.060
3. Plaster 1900 0.02 1 0.020
0.13
U-value (W/m 2 K) 0.04
3.704 Total(Rt) 0.270
Story -1
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.15 2.5 0.060
0.13
U-value (W/m 2 K) 0
4.762 Total(Rt) 0.210
Density
(Kg/m3)
Thickness
(m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air fim(Ra)
WA
-TU
.1St
ruct
ure
: Ext
rern
al W
all
3d view Floor Plan
Sect
ion
Vie
w
U-value Calculation
No. Skin name
WA
-TU
.2St
ruct
ure
: Bas
eme
nt
Wal
l
3d view Floor Plan
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness
(m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air fim(Ra)
![Page 3: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/3.jpg)
Story -1
1. Reinforced Concrete 1900 0.35 1.75 0.200
2. Asphalt Fabric 1100 0.01 0.23 0.043
3. Coarse Concrete 1500 0.05 0.64 0.078
4. Pavement Tiles 2100 0.05 1.5 0.033
0.1
U-value (W/m 2 K) 0.04
2.020 Total(Rt) 0.495
R-value
(m2K/W)
Inside air film(Ri)
RO
-TU
3d view Floor Plan
Outside air fim(Ra)Stru
ctu
re: B
ase
me
nt
Ro
of
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
![Page 4: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/4.jpg)
Story 0
1. Plaster 1900 0.02 1 0.020
2. Structural Bricks 1200 0.09 0.45 0.200
3. Polystyrene 25 0.05 0.036 1.389
4. Reinforced Concrete 2400 0.15 2.5 0.060
5. Plaster 1900 0.02 1 0.020
0.13
0.04
Total(Rt) 1.859
U-value (W/m 2 K)
0.538
No. Skin nameDensity
(Kg/m3)
Thickness
(m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
WA
-T0
.1St
ruct
ure
: Ext
ern
al W
all
Perspective Projection - NE side Floor Plan
Sect
ion
Vie
w
U-value Calculation
Outside air fim(Ra)
![Page 5: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/5.jpg)
Story 0
1. Plaster 1900 0.02 1 0.020
2. Structural Bricks 1200 0.09 0.45 0.200
3. Polystyrene 25 0.05 0.036 1.389
4. Reinforced Concrete 2400 0.15 2.5 0.060
5. Plaster 1900 0.02 1 0.020
0.13
U-value (W/m 2 K) 0.04
0.538 Total(Rt) 1.859
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.6 2.5 0.240
0.13
U-value (W/m 2 K) 0.04
2.326 Total(Rt) 0.430
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
WA
-T0
.2St
ruct
ure
: Ext
ern
al C
om
ple
x W
all (
Wal
l +B
eam
)
Parallel Projection- SW Side Floor Plan
WA-T0.2-P1
Sect
ion
Vie
w
U-value Calculation
Inside air film(Ri)
Outside air film(Ra)
Comments
This wall is used as curtain wall with openings (OP-T0.1, height 2.4m,south side and OP-T0.2, 2.5m,west side) at size of part1 of this
complex wall. To be more accurate at U-value estimation we choose to ingore part1 and use WA-T0.2-P2 calculated U as WA-T0.2 U-
value.
Outside air fim(Ra)
WA-T0.2-P2
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
![Page 6: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/6.jpg)
Story 0
1. Plaster 1900 0.02 1 0.020
2. Structural Bricks 1200 0.09 0.45 0.200
3. Polystyrene 25 0.05 0.036 1.389
4. Reinforced Concrete 2400 0.15 2.5 0.060
5. Plaster 1900 0.02 1 0.020
0.13
0.04
U-value (W/m 2 K) Total(Rt) 1.859
0.538
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 1.5 2.5 0.600
0.13
U-value (W/m 2 K) 0.04
1.266 Total(Rt) 0.790
Building Structure U(W/m 2 K) H(m) U*H
WA-T0.3-P1 0.538 2.55 1.372
WA-T0.3-P2 1.266 0.60 0.759
3.15
WA
-T0
.3St
ruct
ure
: Ext
ern
al C
om
ple
x W
all (
wal
l +b
eam
+o
verh
ang)
Perspective Projection- SE Side Floor Plan
WA-T0.3-P1
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air fim(Ra)
WA-T0.3-P1
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Sect
ion
Vie
w
Inside air film(Ri)
Outside air film(Ra)
WA-T0.3
WA-T0.3 0.677
![Page 7: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/7.jpg)
Story 0
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.6 2.5 0.240
3. Plaster 1900 0.02 1 0.020
0.13
U-value (W/m 2 K) 0.04
2.222 Total(Rt) 0.450
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.9 2.5 0.360
0.13
U-value (W/m 2 K) 0.04
1.818 Total(Rt) 0.550
Building Structure U (W/m 2 K) Height(m) U*H
CO2.P1 2.222 2.55 5.667
CO2.P2 1.818 0.60 1.091
3.15
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
CO
-T0
.1St
ruct
ure
: Ext
ern
al C
om
ple
x W
all (
Co
lum
n +
Be
am)
Perspective Projection- SW Side Floor Plan
CO-T0.1-P1
Sect
ion
Vie
w
U-value Calculation
Inside air film(Ri)
Outside air film(Ra)
Sect
ion
Vie
w
CO-T0.1
CO-T0.1 2.145
Outside air fim(Ra)
CO-T0.1-P2
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
CO
-T0
.2
![Page 8: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/8.jpg)
Story 0
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.6 2.5 0.240
3. Plaster 1900 0.02 1 0.020
0.13
U-value (W/m 2 K) 0.04
2.222 Total(Rt) 0.450
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 1.8 2.5 0.720
0.13
U-value (W/m 2 K) 0.04
1.099 Total(Rt) 0.910
Building Structure U (W/m 2 K) Height(m) U*H
CO2.P1 2.222 2.55 5.667
CO2.P2 1.099 0.60 0.659
3.15
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
CO
-T0
.2St
ruct
ure
: Ext
ern
al C
om
ple
x W
all (
Co
lum
n +
Be
am +
Ove
rhan
g)
Perspective Projection- NW Side Floor Plan
CO-T0.2-P1
Sect
ion
Vie
w
U-value Calculation
Inside air film(Ri)
Outside air film(Ra)
Sect
ion
Vie
w
CO-T0.2
CO-T0.2 2.008
Outside air fim(Ra)
CO-T0.2-P2
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
![Page 9: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/9.jpg)
Story 1to9
1. Plaster 1900 0.02 1 0.020
2. Structural Bricks 1200 0.06 0.45 0.133
3. Polystyrene 25 0.03 0.036 0.833
4. Reinforced Concrete 2400 0.1 2.5 0.040
0.13
U-value (W/m 2 K) 0.04
0.836 Total(Rt) 1.197
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.7 2.5 0.280
0.13
U-value (W/m 2 K) 0.04
2.128 Total(Rt) 0.470
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.45 2.5 0.180
0.13
U-value (W/m 2 K) 0.04
2.703 0.370
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
WA
-T1
.1St
ruct
ure
: Ext
ern
al C
om
ple
x W
all (
curt
ain
wal
l +b
eam
)
Perspective Element Projection- SW Side Floor Plan
WA-T1.1-P1
Sect
ion
Vie
w
U-value Calculation
Outside air film(Ra)
WA-T1.1-P2
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air film(Ra)
WA-T1.1-P3
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air film(Ra)
Total(Rt)
![Page 10: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/10.jpg)
Building Structure U (W/m 2 K) Height(m) U*H (W/mK)
WA-T1.P1 0.836 0.75 0.627
WA-T1.P2 2.128 0.10 0.213
WA-T1.P2 2.128 0.10 0.213
WA-T1.P1 0.836 0.75 0.627
WA-T1.P3 2.703 0.25 0.676
1.95
Story 1to9
1. Plaster 1900 0.02 1 0.020
2. Structural Bricks 1200 0.09 0.45 0.200
3. Polystyrene 25 0.05 0.036 1.389
4. Reinforced Concrete 2400 0.15 2.5 0.060
0.13
U-value (W/m 2 K) 0.04
0.544 Total(Rt) 1.839
Stru
ctu
re: E
xter
nal
Co
mp
lex
Wal
l (cu
rtai
n w
all +
bea
m )
Sect
ion
Vie
w
WA-T1.1
WA-T1.1 1.208
Density
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air fim(Ra)
WA
-T1
.2St
ruct
ure
: Ext
ern
al W
all
Perspective Projection- SW Side Floor Plan
U-value Calculation
No. Skin name
CO
-T1
![Page 11: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/11.jpg)
Story 1to9
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.6 2.5 0.240
3. Structural Bricks 1200 0.1 0.45 0.222
4. Polystyrene 25 0.1 0.036 2.778
5. Reinforced Concrete 2400 0.1 2.5 0.040
0.13
U-value (W/m 2 K) 0.04
0.288 Total(Rt) 3.470
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.9 2.5 0.360
0.13
U-value (W/m 2 K) 0.04
1.818 Total(Rt) 0.550
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.6 2.5 0.240
0.13
U-value (W/m 2 K) 0.04
2.326 Total(Rt) 0.430
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
CO
-T1
Stru
ctu
re: E
xter
nal
Co
mp
lex
Wal
l (co
lum
n +
bea
m )
Perspective Projection- SW Side Floor Plan
CO-T1.1-P1
Sect
ion
Vie
w
U-value Calculation
Outside air fim(Ra)
CO-T1.1-P2
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air film(Ra)
CO-T1.1-P3
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air fim(Ra)
Stru
ctu
re: E
xter
nal
Co
mp
lex
Wal
l (co
lum
n +
bea
m )
CO-T1.1-P4
![Page 12: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/12.jpg)
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.9 2.5 0.360
0.13
U-value (W/m2
K) 0.04
1.818 Total(Rt) 0.550
Building Structure U (W/m 2 K) Height(m) U*H
CO1.P1 0.288 0.75 0.216
CO1.P1 0.288 0.75 0.216
CO1.P2 1.818 0.10 0.182
CO1.P2 1.818 0.10 0.182
CO1.P3 2.326 1.20 2.791
CO1.P4 1.818 0.25 0.455
3.15
Stru
ctu
re: E
xter
nal
Co
mp
lex
Wal
l (co
lum
n +
bea
m )
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air film(Ra)
Sect
ion
Vie
w
CO-T1
CO-T1 1.283
![Page 13: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/13.jpg)
Story 1to9
1. Plaster 1900 0.02 1 0.020
2. Reinforced Concrete 2400 0.15 2.5 0.060
0.13
U-value (W/m 2 K) 0.04
4.000 Total(Rt) 0.250
Density
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air fim(Ra)
WA
-TS
Stru
ctu
re:
Exte
rnal
Wal
l
Perspective Projection- SW Side Floor Plan
Sect
ion
Vie
w
U-value Calculation
No. Skin name
![Page 14: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/14.jpg)
Story 10
1.Plaster 1900 0.02 1 0.020
2.Reinforced Concrete 2400 0.3 2.5 0.120
3.Polystyrene 25 0.05 0.036 1.389
4.Reinforced Concrete 1000 0.15 0.35 0.429
5.Pumice aggregate 2000 0.03 1.4 0.021
6.Asphalt Fabric 1100 0.02 0.23 0.087
7.Mosaic 1900 0.03 1.2 0.025
0.1
U-value (W/m2
K) 0.04
0.448 Total(Rt) 2.231
Density
(Kg/m3)
Thickness (m)
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air fim(Ra)
RO
-T1
Stru
ctu
re:
Ro
of
Perspective Projection Floor Plan
Sect
ion
Vie
w
Thermal Resistance Calculation
Skin name
![Page 15: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/15.jpg)
1. Mosaic 1900 0.03 1.2 0.025
2. Reinforced Concrete 2400 0.35 2.5 0.140
0.13
U-value (W/m2
K) 0
3.390 Total(Rt) 0.295
λ-value
(W/mK)
R-value
(m2K/W)
Inside air film(Ri)
Outside air fim(Ra)
FL-T
U-1
sto
ry, f
loo
r p
lan
Stru
ctu
re:
Bas
em
ent
Flo
or
Sect
ion
Vie
w
U-value Calculation
No. Skin nameDensity
(Kg/m3)
Thickness (m)
![Page 16: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/16.jpg)
OPENINGS DATA 1
Glass Frame
A(m2) 1.2 0.78
U(W/m2K) 5.7 7
U*A(W/K) 6.84 5.46
width H cracks height V cracks L(m) 9.2
3.6 2 0.55 5 Ψ 0.02 Uw(W/m2K)
l (m) a (m 3 /hm) R H L*Ψ 0.18 6.31
9.95 1.5 0.7 1.87
ggl Fg gw
Aw(m2) 0.77 0.61 0.47
1.98
OPENING
OP-TU.1
Solar gain
calculationinfiltration(m3/h)
19.54
Quantity(NE elevation) Total Area(m 2 ) Quantity(SW elevation) Total Area(m 2 )
OPENING TYPE U.1
Single glazing awning windows façade (aluminum frame without thermal beak)
OP-TU.1
U-value calculation
8 15.84 4 7.92
![Page 17: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/17.jpg)
OPENINGS DATA 2
Glass Frame
A(m2) 1.64 0.87
U(W/m2K) 5.7 7
U*A(W/K) 9.35 6.09
width H cracks height V cracks L(m) 10.4
3.6 2 0.7 5 Ψ 0.02
l (m) a (m 3 /hm) R H L*Ψ 0.21
10.7 1.5 0.7 1.87 Uw(W/m2K) 6.23
ggl Fg gw
Aw(m2) 0.77 0.65 0.50
2.51
OPENING
OP-TU.2
21.01
Quantity(SW elevation) Total Area(m 2 )
6 15.06
OP-TU.2
U-value calculation
Solar gain
calculationinfiltration(m3/h)
OPENING TYPE U.2
Single glazing awning windows facade (aluminum frame without thermal beak)
![Page 18: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/18.jpg)
OPENINGS DATA 3
Glass Frame
A(m2) 3 1.14
U(W/m2K) 5.7 7
U*A(W/K) 17.10 7.98
width H-cracks height V-cracks L(m) 14
3.6 2 1.15 5 Ψ 0.02
l (m) a (m 3 /hm) R H L*Ψ 0.28
12.95 1.5 0.7 1.87 Uw(W/m2K) 6.13
ggl Fg gw
Aw(m2) 0.77 0.72 0.56
4.14
OPENING
OP-TU.3 11 45.54 12 49.68
25.43
Quantity(NE elevation) Total Area(m 2 ) Quantity(SW elevation) Total Area(m 2 )
OPENING TYPE U.3
Single glazing awning windows facade (aluminum frame without thermal beak)
OP-TU.3
U-value calculation
Solar gain
calculationinfiltration(m3/h)
![Page 19: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/19.jpg)
OPENINGS DATA 4
width V cracks height H cracks
1 2 0.7 2
l (m) a (m 3 /hm) R H
3.4 1.5 0.7 1.87
Aw(m2)
0.7
Glass Frame
A(m2) 0.47 0.23
U(W/m2K) 5.7 7
U*A(W/K) 2.68 1.61
L(m) 2.8
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.06 6.21
ggl Fg gw
0.77 0.67 0.52
OPENING
OP-TU.4
Quantity(NW elevation) Total Area(m 2 )
13 9.1
OP-TU.4
infiltration(m3/h)
6.68
U-value calculation
Solar gain
calculation
OPENING TYPE U.4
Single glazing awning window (aluminum frame without thermal beak)
![Page 20: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/20.jpg)
OPENINGS DATA 5
width H cracks height V cracks
1 2 0.7 2
l (m) a (m 3 /hm) R H
3.4 1.5 0.7 1.87
Aw(m2)
0.8
Glass Frame
A(m2) 0.55 0.25
U(W/m2K) 5.7 7
U*A(W/K) 3.14 1.75
L(m) 3
Ψ 0.02
L*Ψ 0.06
Uw(W/m2K) 6.18
ggl Fg gw
0.77 0.69 0.53
OPENING
OP-TU.5
Solar gain
calculation
Quantity(NW elevation) Total Area(m 2 )
18 14.4
Single glazing awning (aluminum frame without thermal beak)
OP-TU.5
infiltration(m3/h)
6.68
U-value calculation
OPENING TYPE U.5
![Page 21: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/21.jpg)
OPENINGS DATA 6
width H cracks height V cracks
1.1 2 2.3 2
l (m) a (m 3 /hm) R H
6.8 1.5 0.7 1.87
Aw(m2)
2.53
Glass Frame
A(m2) 0.35 2.18
U(W/m2K) 5.7 7
U*A(W/K) 2.00 15.26
L(m) 2.02
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.04 6.84
ggl Fg gw
0.77 0.14 0.11
OPENING
OP-TU.6
Solar gain
calculation
Quantity(NW elevation) Total Area(m 2 )
1 2.53
OPENING TYPE U.6
Door with single glazing panel (aluminum frame without thermal beakl)
OP-TU.6
infiltration(m3/h)
13.35
U-value calculation
![Page 22: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/22.jpg)
OPENINGS DATA 7
width H cracks height V cracks OPENING
4 2 4.5 2 OP-TU.7
l (m) a (m 3 /hm) R H
23.2 1.5 0.7 1.87
Comments
Aw(m2) Uw(W/m2K)
18 6.00
1 18
infiltration(m3/h) we use default U-value for external metal doors based on TOTEE-
1(table 3.12). At total length of cracks we added 1 extra
horizontal(0.9m) and 2 vertical(2*2.2m) cracks for metal door. At
table is displayed width,height H,V-cracks for garage sliding panel
45.55
OPENING TYPE U.7
Metal Garage Sliding panel and metal tilt-turn door
OP-TU.7
Quantity(NW elevation) Total Area(m2
)
![Page 23: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/23.jpg)
OPENINGS DATA 8
width H cracks height V cracks
0.9 2 0.7 2
l (m) a (m 3 /hm) R H
3.2 1.5 0.7 1.87
Aw(m2)
0.63
Glass Frame
A(m2) 0.41 0.22
U(W/m2K) 5.7 7
U*A(W/K) 2.34 1.54
L(m) 2.6
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.05 6.24
ggl Fg gw
0.77 0.65 0.50
OPENING
OP-TU.8
Total Area(m 2 )
10 6.3 6 3.78
Solar gain
calculation
Quantity(NW elevation) Total Area(m 2 ) Quantity(NW elevation)
Single glazing awning window (aluminum frame without thermal beak)
OP-TU.6
infiltration(m3/h)
6.28
U-value calculation
OPENING TYPE U.8
![Page 24: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/24.jpg)
OPENINGS DATA 9
width H cracks height V cracks
0.8 2 1 2
l (m) a (m 3 /hm) R H
3.6 1.5 0.7 1.87
Aw(m2)
0.8
Glass Frame
A(m2) 0.55 0.25
U(W/m2K) 5.7 7
U*A(W/K) 3.14 1.75
L(m) 3
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.06 6.18
ggl Fg gw
0.77 0.69 0.53
OPENING
OP-TU.9
Solar gain
calculation
Quantity(NE elevation) Total Area(m 2 )
8 6.4
Single glazing awning window (aluminum frame without thermal beak)
OP-TU.9
infiltration(m3/h)
7.07
U-value calculation
OPENING TYPE U.9
![Page 25: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/25.jpg)
OPENINGS DATA 10
width H cracks height V cracks
1.1 2 0.7 2
l (m) a (m 3 /hm) R H
3.6 1.4 0.7 1.87
Aw(m2)
0.8
Glass Frame
A(m2) 0.55 0.25
U(W/m2K) 5.7 7
U*A(W/K) 3.14 1.75
L(m) 3
Ψ 0.08 Uw(W/m2K)
L*Ψ 0.24 6.41
ggl Fg gw
0.68 0.69 0.47
OPENING
OP-TU.10
Solar gain
calculation
Quantity(NE elevation) Total Area(m 2 )
13 6.4
OPENING TYPE U.10
Double glazing awning window (aluminum frame with thermal beak)
OP-TU.10
infiltration(m3/h)
6.60
U-value calculation
![Page 26: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/26.jpg)
OPENINGS DATA 11
width H cracks height V cracks
3.6 2 2.25 2
l (m) a (m 3 /hm) R H
11.7 1.4 0.7 1.87
Aw(m2)
8.08
Glass Frame
A(m2) 6.96 1.12
U(W/m2K) 2.8 3.5
U*A(W/K) 19.49 3.92
L(m) 25.86
Ψ 0.08 Uw(W/m2K)
L*Ψ 2.07 3.15
ggl Fg gw
0.68 0.86 0.59
OPENING
OP-T0.1
G-value
calculation
Quantity(SW elevation) Total Area(m 2 )
4 32.32
OPENING TYPE 0.1
Double glazing fixed windows facade (aluminum frame with thermal beak)
OP-T0.1
infiltration(m3/h)
21.44
U-value calculation
![Page 27: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/27.jpg)
OPENINGS DATA 12
width H cracks height V cracks
3.6 2 2.5 2
l (m) a (m 3 /hm) R H
12.2 1.5 0.7 1.87
Aw(m2)
9
Glass Frame
A(m2) 6.975 2.025
U(W/m2K) 5.7 7
U*A(W/K) 39.76 14.175
L(m) 32.4
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.65 6.06
ggl Fg gw
0.77 0.78 0.60
OPENING
OP-T0.2
G-value
calculation
Quantity(SW elevation) Total Area(m 2 )
7 63
OPENING TYPE 0.2
Single glazing fixed windows facade (aluminum frame without thermal beak)
OP-T0.2
infiltration(m3/h)
23.95
U-value calculation
![Page 28: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/28.jpg)
OPENINGS DATA 13
width H cracks height V cracks
1.45 2 2.29 2
l (m) a (m 3 /hm) R H
7.48 1.5 0.7 1.87
Aw(m2)
3.31
Glass Frame
A(m2) 2.04 1.27
U(W/m2K) 5.7 7
U*A(W/K) 11.63 8.89
L(m) 14.06
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.28 6.28
ggl Fg gw
0.77 0.62 0.47
OPENING
OP-T0.3
G-value
calculation
Quantity(SE elevation) Total Area(m 2 )
1 3.31
OPENING TYPE 0.3
Single glazing fixed windows facade (aluminum frame without thermal beak)
OP-T0.3
infiltration(m3/h)
14.69
U-value calculation
![Page 29: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/29.jpg)
OPENINGS DATA 14
width H cracks height V cracks
1 2 2.29 2
l (m) a (m 3 /hm) R H
6.58 1.5 0.7 1.87
Aw(m2)
2.29
Glass Frame
A(m2) 1.54 0.75
U(W/m2K) 5.7 7
U*A(W/K) 8.78 5.25
L(m) 8.68
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.17 6.20
ggl Fg gw
0.77 0.67 0.52
OPENING
OP-T0.4
G-value
calculation
Quantity(SE elevation) Total Area(m 2 )
1 2.29
OPENING TYPE 0.4
Single glazing fixed windows facade (aluminum frame without thermal beak)
OP-T0.4
infiltration(m3/h)
12.92
U-value calculation
![Page 30: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/30.jpg)
OPENINGS DATA 15
width H cracks height V cracks
7.3 2 2.3 2
l (m) a (m 3 /hm) R H
19.2 1.5 0.7 1.87
Aw(m2)
15.45
Glass Frame
A(m2) 6.78 8.67
U(W/m2K) 5.7 7
U*A(W/K) 38.65 60.69
L(m) 38.84
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.78 6.48
ggl Fg gw
0.77 0.44 0.34
OPENING
OP-T0.5
G-value
calculation
Quantity(SE elevation) Total Area(m 2 )
1 15.45
OPENING TYPE 0.5
Single glazing fixed windows façade (aluminum frame and panels without thermal beak)
OP-T0.5
infiltration(m3/h)
80.01
U-value calculation
![Page 31: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/31.jpg)
OPENINGS DATA 16
width H cracks height V cracks
3.8 var 1.5 var
l (m) a (m 3 /hm) R H
14.1 1.5 0.7 1.87
Aw(m2)
5.69
Glass Frame
A(m2) 4.23 1.46
U(W/m2K) 5.7 7
U*A(W/K) 24.11 10.22
L(m) 21.2
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.42 6.11
ggl Fg gw
0.77 0.74 0.57
OPENING
OP-T0.6 4 22.76 2 11.38
G-value
calculation
Quantity(NE elevation) Total Area(m 2 ) Quantity (NW elevation) Total Area(m 2 )
OPENING TYPE 0.6
Single glazing windows façade (aluminum frame without thermal beak)
OP-T0.6
infiltration(m3/h)
27.69
U-value calculation
![Page 32: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/32.jpg)
OPENINGS DATA 17
width H cracks height V cracks
3.8 var 1.5 var
l (m) a (m 3 /hm) R H
14.1 1.4 0.7 1.87
Aw(m2)
5.69
Glass Frame
A(m2) 4.23 1.46
U(W/m2K) 2.8 3.5
U*A(W/K) 11.84 5.11
L(m) 21.2
Ψ 0.08 Uw(W/m2K)
L*Ψ 1.70 3.28
ggl Fg gw
0.68 0.74 0.51
OPENING
OP-T0.6b 1 5.69 1 5.69
G-value
calculation
Quantity(NE elevation) Total Area(m 2 ) Quantity (E elevation) Total Area(m 2 )
OPENING TYPE 0.6b
Double glazing windows facade (aluminum frame with thermal beak)
OP-T0.6b
infiltration(m3/h)
25.84
U-value calculation
![Page 33: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/33.jpg)
OPENINGS DATA 18
width H cracks height V cracks
3.9 2 0.5 3
l (m) a (m 3 /hm) R H
9.3 1.5 0.7 1.87
Aw(m2)
1.96
Glass Frame
A(m2) 1.1 0.86
U(W/m2K) 5.7 7
U*A(W/K) 6.27 6.02
L(m) 8.52
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.17 6.36
ggl Fg gw
0.77 0.56 0.43
OPENING
OP-T0.7
Quantity(NE elevation) Total Area(m 2 )
5 9.8
OP-T0.7
infiltration(m3/h)
18.26
U-value calculation
G-value
calculation
OPENING TYPE 0.7
Single glazing sliding window (aluminum frame without thermal beak)
![Page 34: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/34.jpg)
OPENINGS DATA 19
width H cracks height V cracks
3.9 var 2.7 var
l (m) a (m 3 /hm) R H
22.2 1.5 0.7 1.87
Aw(m2)
10.85
Glass Frame
A(m2) 4.5584 6.29
U(W/m2K) 5.7 7
U*A(W/K) 25.98 44.03
L(m) 58.02
Ψ 0.02 Uw(W/m2K)
L*Ψ 1.16 6.56
ggl Fg gw
0.77 0.42 0.32
OPENING Assumption
OP-T0.8
G-value
calculation
Quantity(SW elevation) Total Area(m 2 ) Aluminum panes of door and fixed
window façade have same U-Value as
aluminum frame(=worst case scenario)1 10.85
Single glazing fixed windows façade & Door (aluminum frame and panels without thermal beak)
OP-T0.8
infiltration(m3/h)
43.59
U-value calculation
OPENING TYPE 0.8
![Page 35: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/35.jpg)
OPENINGS DATA 20
width H cracks height V cracks
2.53 2 2.7 2
l (m) a (m 3 /hm) R H
10.46 1.5 0.7 1.87
Aw(m2)
6.87
Glass Frame
A(m2) 3.29 3.58
U(W/m2K) 5.7 7
U*A(W/K) 18.75 25.06
L(m) 37.38
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.75 6.49
ggl Fg gw
0.77 0.48 0.37
OPENING Assumption
OP-T0.9
G-value
calculation
Quantity(NW elevation) Total Area(m 2 ) Aluminum panes of façade have same U-
Value as aluminum frame1 6.87
OPENING TYPE 0.9
Single glazing facade (aluminum frame without thermal beak)
OP-T0.9
infiltration(m3/h)
20.54
U-value calculation
![Page 36: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/36.jpg)
OPENINGS DATA 21
width H cracks height V cracks
4.2 2 2.7 2
l (m) a (m 3 /hm) R H
20 1.5 0.7 1.87
Aw(m2)
11.34
Glass Frame
A(m2) 8.42 2.92
U(W/m2K) 5.7 7
U*A(W/K) 47.99 20.44
L(m) 39.92
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.80 6.11
ggl Fg gw
0.77 0.74 0.57
Comments
G-value
calculation
This opening is in contact with
surrounding building and thus is
counted as adiabatic as described
for such cases at correnspoding
Greek standards(TOTEE). Like all
adiabatic surfaces (e.g. interior
structures) will be ignored at shell
analysis
OPENING TYPE 0.10
Single glazing façade & door (aluminum frame without thermal beak)
OP-T0.10
infiltration(m3/h)
39.27
U-value calculation
![Page 37: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/37.jpg)
OPENINGS DATA 22
width H cracks height V cracks
1 2 1.8 2
l (m) a (m 3 /hm) R H
5.6 1.5 0.7 1.87
Aw(m2)
1.81
Glass Frame
A(m2) 1.28 0.53
U(W/m2K) 5.7 7
U*A(W/K) 7.30 3.71
L(m) 6.42
Ψ 0.02
L*Ψ 0.13
Uw(W/m2K) 6.15
ggl Fg gw
0.77 0.71 0.54
Comments
G-value
calculation
This opening is in contact with
surrounding building and thus is
counted as adiabatic as described
for such cases at correnspoding
Greek standards(TOTEE). Like all
adiabatic surfaces (e.g. interior
structures) will be ignored at shell
analysis
OPENING TYPE 0.11
Single glazing fixed window (aluminum frame without thermal beak)
OP-T0.11
infiltration(m3/h)
11.00
U-value calculation
![Page 38: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/38.jpg)
OPENINGS DATA 23
width H cracks height V cracks
1.24 2 1.8 2
l (m) a (m 3 /hm) R H
6.08 1.5 0.7 1.87
Aw(m2)
2.25
Glass Frame
A(m2) 1.71 0.54
U(W/m2K) 5.7 7
U*A(W/K) 9.75 3.78
L(m) 7.56
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.15 6.08
ggl Fg gw
0.77 0.76 0.59
OPENING
OP-T0.12
Quantity(NW elevation) Total Area(m 2 )
2 4.5
OP-T0.12
infiltration(m3/h)
11.94
U-value calculation
G-value
calculation
OPENING TYPE 0.12
Single glazing fixed window (aluminum frame without thermal beak)
![Page 39: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/39.jpg)
OPENINGS DATA 24
width H cracks height V cracks
1 2 1.5 2
l (m) a (m 3 /hm) R H
5 1.4 0.7 1.87
Aw(m2)
1.49
Glass Frame
A(m2) 1.07 0.42
U(W/m2K) 2.8 3.5
U*A(W/K) 3.00 1.47
L(m) 6
Ψ 0.08 Uw(W/m2K)
L*Ψ 0.48 3.32
ggl Fg gw
0.77 0.72 0.55
OPENING
OP-T0.13 2 2.98 1 1.49
G-value
calculation
Quantity(SE elevation) Total Area(m 2 ) Quantity (NE elevation) Total Area(m 2 )
Double glazing fixed window (aluminum frame with thermal beak)
OP-T0.13
infiltration(m3/h)
9.16
U-value calculation
OPENING TYPE 0.13
![Page 40: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/40.jpg)
OPENINGS DATA 25
width H cracks height V cracks
2 2 2.25 3
l (m) a (m 3 /hm) R H
10.75 1.4 0.7 1.87
Aw(m2)
4.49
Glass Frame
A(m2) 3.16 1.33
U(W/m2K) 2.8 3.5
U*A(W/K) 8.85 4.655
L(m) 14.24
Ψ 0.08 Uw(W/m2K)
L*Ψ 1.14 3.26
ggl Fg gw
0.68 0.70 0.48
OPENING
OP-T0.14
Quantity(SE elevation) Total Area(m 2 )
1 4.49
OP-T0.14
infiltration(m3/h)
19.70
U-value calculation
G-value
calculation
OPENING TYPE 0.14
Door with double glazing panels (aluminum frame with thermal beak)
![Page 41: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/41.jpg)
OPENINGS DATA 26
width H cracks height V cracks
1.15 2 1.8 2
l (m) a (m 3 /hm) R H
5.9 1.4 0.7 1.87
Aw(m2)
2.09
Glass Frame
A(m2) 1.59 0.5
U(W/m2K) 2.8 3.5
U*A(W/K) 4.45 1.75
L(m) 7.2
Ψ 0.08 Uw(W/m2K)
L*Ψ 0.58 3.24
ggl Fg gw
0.68 0.76 0.52
OPENING
OP-T0.15
G-value
calculation
Quantity(NW elevation) Total Area(m 2 )
5 10.45
Double glazing fixed windows (aluminum frame with thermal beak)
OP-T0.14
infiltration(m3/h)
10.81
U-value calculation
OPENING TYPE 0.15
![Page 42: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/42.jpg)
OPENINGS DATA 27
width H cracks height V cracks
3.6 2 1.2 5
l (m) a (m 3 /hm) R H
13.2 1.5 0.7 1.87
Aw(m2)
4.32
Glass Frame
A(m2) 3.12 1.2
U(W/m2K) 5.7 7
U*A(W/K) 17.78 8.4
L(m) 14.24
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.28 6.13
ggl Fg gw
0.77 0.72 0.56
OPENING
OP-T1.1
OP-T1.1b
OP-T1.1c
15 64.8 24 103.68
9 38.88 9 38.88
Quantity(SW elevation) Total Area(m 2 ) Quantity(NE elevation) Total Area(m 2 )
84 362.88 57 246.24
G-value
calculation
Comments
OP-T1.1 installed as part of curtain wall WA-T1.1. at offices 1to9 story. Building users had problems with infiltration(esp. NE side) and
proper insulation and had been changed partially to some stories to OP-T1.1b(double window with same properties eah one as OP-T1.1) or
OP-T1.1c(double glazing, aluminum frame with thermal break). Below at left (SW elevation) and right(SE elevation) have been marked
these changes with yellow color for OP-T1.1b and red color OP-T1.1c
OPENING TYPE 1.1
Single glazing sliding windows (aluminum frame without thermal beak)
2D elevation OP-T1.1
infiltration(m3/h)
25.92
U-value calculation
![Page 43: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/43.jpg)
OPENINGS DATA 28
Uw(W/m2K) Aw(m2) infiltr.(m3/h) Gw
6.13 4.32 25.92 0.56
Uw(W/m2K) infiltr.(m3/h) Gw
0.13 3.49 12.96 0.49
0.04
0.123
0.033
0.13
Total (Rw) 0.286
width H cracks height V cracks
3.6 2 1.2 5
l (m) a (m 3 /hm) R H
13.2 1.4 0.7 1.87
Aw(m2)
4.32
Glass Frame
A(m2) 3.12 1.2
U(W/m2K) 2.8 3.5
U*A(W/K) 8.74 4.2
L(m) 14.24
Ψ 0.08 Uw(W/m2K)
L*Ψ 1.14 3.26
ggl Fg Gw
0.68 0.72 0.49
infiltration(m3/h)
24.19
U-value calculation
G-value
calculation
OPENING TYPE 1.1c
Double glazing(12mm air gap) sliding windows (aluminum frame with thermal beak)
2D elevation OP-T1.1c
comments
External window(Rw,a) Proper greek standards(TOTEE-2)
does not explain any similar cases so
we made some assumptions as
reported below
Air gap film(Rd)
Assumptions
1)Air gap film thermal resistance,Rd has been taken as equal to Ri, as max Rd value at TOTEE-2 is
for 0.05m air gap when at this case we have a size of 0.13m(overdouble)
OPENING TYPE 1.1b
Double set of single glazing sliding windows (aluminum frame without thermal beak) = 2x OP-T1.1
section view OP-T1.1
OP-T1.1b
R-values(m2
K/W)
Inside air film(Ri)
Outside air film(Ra)
Internal window(Rw,i)
2)ggl=0.68 as for double windows (based on TOTEE Table 3.16)
3)This set of windows will have half Air leakage of OP-T1.1
![Page 44: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/44.jpg)
OPENINGS DATA 29
width H cracks height V cracks
0.9 2 1.2 2
l (m) a (m 3 /hm) R H
4.2 1.5 0.7 1.87
Aw(m2)
1.08
Glass Frame
A(m2) 0.79 0.29
U(W/m2K) 5.7 7
U*A(W/K) 4.50 2.03
L(m) 3.6
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.07 6.12
ggl Fg gw
0.77 0.73 0.56
OPENING
OP-T1.1 18 19.44 18 19.44
G-value
calculation
Quantity(SW elevation) Total Area(m 2 ) Quantity(NE elevation) Total Area(m 2 )
OPENING TYPE 1.2
Single glazing fixed window (aluminum frame without thermal beak)
OP-T1.2
infiltration(m3/h)
8.25
U-value calculation
![Page 45: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/45.jpg)
OPENINGS DATA 30
width H cracks height V cracks
2 2 1.25 3
l (m) a (m 3 /hm) R H
7.75 1.5 0.7 1.87
Aw(m2)
2.5
Glass Frame
A(m2) 1.84 0.66
A(m2) 5.7 7
U*A(W/K) 10.49 4.62
L(m) 7.68
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.15 6.10
ggl Fg gw
0.77 0.74 0.57
OPENING
OP-T1.3
Quantity(SE elevation) Total Area(m 2 )
9 22.5
OP-T1.3
infiltration(m3/h)
15.22
U-value calculation
G-value
calculation
OPENING TYPE 1.3
Single glazing sliding window (aluminum frame without thermal beak)
![Page 46: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/46.jpg)
OPENINGS DATA 31
width H cracks height V cracks
1.76 2 1.39 3
l (m) a (m 3 /hm) R H
7.69 1.5 0.7 1.87
Aw(m2)
2.45
Glass Frame
A(m2) 1.8 0.65
U(W/m2K) 5.7 7
U*A(W/K) 10.26 4.55
L(m) 7.8
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.16 6.11
ggl Fg gw
0.77 0.73 0.57
OPENING
OP-T1.4
G-value
calculation
Quantity(NE elevation) Total Area(m 2 )
9 22.05
Single glazing sliding window (aluminum frame without thermal beak)
OP-T1.4
infiltration(m3/h)
15.10
U-value calculation
OPENING TYPE 1.4
![Page 47: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/47.jpg)
OPENINGS DATA 32
width H cracks height V cracks
1.76 2 0.64 2
l (m) a (m 3 /hm) R H
4.8 1.5 0.7 1.87
Aw(m2)
1.13
Glass Frame
A(m2) 0.79 0.34
U(W/m2K) 5.7 7
U*A(W/K) 4.50 2.38
L(m) 4.2
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.08 6.17
ggl Fg gw
0.77 0.70 0.54
OPENING
OP-T1.5
G-value
calculation
Quantity(NE elevation) Total Area(m 2 )
11 12.43
OPENING TYPE 1.5
Single glazing fixed window (aluminum frame without thermal beak)
OP-T1.5
infiltration(m3/h)
9.42
U-value calculation
![Page 48: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/48.jpg)
OPENINGS DATA 33
width H cracks height V cracks
1.7 2 0.55 3
l (m) a (m 3 /hm) R H
5.05 1.5 0.7 1.87
Aw(m2)
0.93
Glass Frame
A(m2) 0.5 0.43
U(W/m2K) 5.7 7
U*A(W/K) 2.85 3.01
L(m) 4.32
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.09 6.39
ggl Fg gw
0.77 0.54 0.41
OPENING
OP-T1.6
G-value
calculation
Quantity(NE elevation) Total Area(m 2 )
10 9.3
OPENING TYPE 1.6
Single glazing sliding window (aluminum frame without thermal beak)
OP-T1.5
infiltration(m3/h)
9.92
U-value calculation
![Page 49: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/49.jpg)
OPENINGS DATA 34
width H cracks height V cracks
0.7 4 2.4 2
l (m) a (m 3 /hm) R H
7.6 1.5 0.7 1.87
Aw(m2)
1.68
Glass Frame
A(m2) 1.22 0.46
U(W/m2K) 5.7 7
U*A(W/K) 6.95 3.22
L(m) 7.68
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.15 6.15
ggl Fg gw
0.77 0.73 0.56
OPENING
OP-T1.7
Quantity(NW elevation) Total Area(m2)
9 15.12
OPENING TYPE 1.7
Single glazing fixed window (aluminum frame without thermal beak)
OP-T1.7
infiltration(m3/h)
14.92
U-value calculation
G-value
calculation
![Page 50: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/50.jpg)
OPENINGS DATA 35
width H cracks height V cracks
1.14 2 2.4 2
l (m) a (m 3 /hm) R H
7.08 1.5 0.7 1.87
Aw(m2)
2.73
Glass Frame
A(m2) 2.16 0.57
U(W/m2K) 5.7 7
U*A(W/K) 12.31 3.99
L(m) 8.34
Ψ 0.02 Uw(W/m2K)
L*Ψ 0.17 6.03
ggl Fg gw
0.77 0.79 0.61
OPENING
OP-T1.8
Quantity(SW elevation) Total Area(m 2 )
9 24.57
Single glazing fixed window (aluminum frame without thermal beak)
OP-T1.7
infiltration(m3/h)
13.90
U-value calculation
G-value
calculation
OPENING TYPE 1.8
![Page 51: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/51.jpg)
OPENINGS DATA 36
width H cracks height V cracks OPENING
1.25 2 2.4 2 OP-T1.8
l a R H
7.3 1.5 0.7 1.87
Comments
Aw(m2) Uw(W/m2K)
3 6.00
9 27
infiltration(m3/h) we use default U-value for extrernal metal doors based on
TOTEE-1(table 3.12)14.33
Metal Door
OP-T1.9
Quantity(NW elevation) Total Area(m2
)
OPENING TYPE 1.9
![Page 52: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/52.jpg)
OPENINGS DATA 37
Glass Frame
A(m2) 5.68 7.11
U(W/m2K) 5.7 7
U*A(W/K) 32.38 49.77
width H cracks height V cracks L(m) 23.62
6.1 2 2.1 7 Ψ 0.02 Uw(W/m2K)
l (m) a (m 3 /hm) R H L*Ψ 0.47 6.46
26.9 1.5 0.7 1.87
ggl Fg gw
Aw(m2) 0.77 0.44 0.34
12.79 52.82
Quantity(SE elevation) Total Area(m 2 )
1 12.79
Single glazing facade (aluminum frame without thermal beak & aluminul panels)
OP-TR.1
U-value calculation
G-value
calculationinfiltration(m3/h)
OPENING TYPE R.1
![Page 53: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/53.jpg)
OPENINGS DATA 38
width H cracks height V cracks
1.8 2 2.1 3
l (m) a (m 3 /hm) R H
9.9 1.5 0.7 1.87
Aw(m2)
3.85
Glass Frame
A(m2) 2.08 1.77
U(W/m2K) 5.7 7
U*A(W/K) 11.86 12.39
L(m) 23.04
Ψ 0.02
L*Ψ 0.46
Uw(W/m2K) 6.42
ggl Fg gw
0.77 0.54 0.42
G-value
calculation
Quantity(NW elevation) Total Area(m 2 )
1 3.85
OPENING TYPE R.2
Door with single glazing panels (aluminum frame without thermal beak)
OP-TR.2
infiltration(m3/h)
19.44
U-value calculation
![Page 54: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/54.jpg)
A U gw inf Quant A Inf Quant A Inf Quant A Inf Quant A Inf
OP-TU.1 1.98 6.31 0.47 19.54 8 15.84 156.29 0 0.00 0.00 4 7.92 78.15 0 0.00 0.00
OP-TU.2 2.51 6.23 0.50 21.01 0 0.00 0.00 0 0.00 0.00 6 15.06 126.06 0 0.00 0.00
OP-TU.3 4.14 6.13 0.56 25.43 11 45.54 279.73 0 0.00 0.00 12 49.68 305.16 0 0.00 0.00
OP-TU.4 0.7 6.21 0.52 6.68 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 13 9.10 86.84
OP-TU.5 0.8 6.18 0.53 6.68 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 18 14.40 120.24
OP-TU.6 2.53 6.84 0.11 13.35 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 1 2.53 13.35
OP-TU.7 18 6.00 0.00 45.55 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 1 18.00 45.55
OP-TU.8 0.63 6.24 0.50 6.28 10 6.30 62.80 0 0.00 0.00 0 0.00 0.00 6 3.78 37.68
OP-TU.9 0.8 6.18 0.53 7.07 8 6.40 56.56 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00
OP-TU.10 0.8 6.41 0.47 6.6 0 0.00 0.00 13 10.40 85.80 0 0.00 0.00 0 0.00 0.00
SUM INF 436.02 85.80 509.37 265.98
OP-T0.1 8.08 3.15 0.59 21.44 0 0.00 0.00 0 0.00 0.00 4 32.32 85.76 0 0.00 0.00
OP-T0.2 9 6.06 0.60 23.95 0 0.00 0.00 0 0.00 0.00 7 63.00 167.65 0 0.00 0.00
OP-T0.3 3.31 6.28 0.47 14.69 0 0.00 0.00 1 3.31 14.69 0 0.00 0.00 0 0.00 0.00
OP-T0.4 2.29 6.20 0.52 12.92 0 0.00 0.00 1 2.29 12.92 0 0.00 0.00 0 0.00 0.00
OP-T0.5 15.45 6.48 0.34 80.01 0 0.00 0.00 1 15.45 80.01 0 0.00 0.00 0 0.00 0.00
OP-T0.6 5.69 6.11 0.57 27.69 4 22.76 110.76 0 0.00 0.00 0 0.00 0.00 2 11.38 55.38
OP-T0.6b 5.69 3.28 0.51 25.84 2 11.38 51.68 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00
OP-T0.7 1.96 6.36 0.43 18.26 5 9.80 91.30 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00
OP-T0.8 10.85 6.56 0.32 45.59 0 0.00 0.00 0 0.00 0.00 1 10.85 45.59 0 0.00 0.00
OP-T0.9 6.87 6.49 0.37 20.54 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 1 6.87 20.54
OP-T0.10 11.34 6.11 0.57 39.27 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00
OP-T0.11 1.81 6.15 0.54 11 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00
OP-T0.12 2.25 6.08 0.59 11.94 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 2 4.50 23.88
OP-T0.13 1.49 3.32 0.49 9.16 1 1.49 9.16 2 2.98 18.32 0 0.00 0.00 0 0.00 0.00
OP-T0.14 4.49 3.26 0.48 19.7 0 0.00 0.00 1 4.49 19.70 0 0.00 0.00 0 0.00 0.00
OP-T0.15 2.09 3.24 0.52 10.81 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 5 10.45 54.05
OP-T1.1 4.32 6.13 0.56 25.92 57 246.24 1477.44 0 0.00 0.00 84 362.88 2177.28 0 0.00 0.00
OP-T1.1b 4.32 3.49 0.49 23.33 24 103.68 559.92 0 0.00 0.00 15 64.80 349.95 0 0.00 0.00
OP-T1.1c 4.32 3.26 0.49 24.19 9 38.88 217.71 0 0.00 0.00 9 38.88 217.71 0 0.00 0.00
OP-T1.2 1.08 6.12 0.56 8.25 18 19.44 148.50 0 0.00 0.00 18 19.44 148.50 0 0.00 0.00
OP-T1.3 2.5 6.10 0.57 15.22 0 0.00 0.00 9 22.50 136.98 0 0.00 0.00 0 0.00 0.00
OP-T1.4 2.45 6.11 0.57 15.1 9 22.05 135.90 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00
OP-T1.5 1.13 6.17 0.54 9.42 11 12.43 103.62 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00
OP-T1.6 0.93 6.39 0.41 9.92 10 9.30 99.20 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00
OP-T1.7 1.68 6.15 0.56 14.92 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 9 15.12 134.28
OP-T1.8 2.73 6.03 0.61 13.9 0 0.00 0.00 0 0.00 0.00 9 24.57 125.10 0 0.00 0.00
OP-T1.9 3 6.00 0.00 14.33 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 9 27.00 128.97
OP-TR.1 12.79 6.46 0.34 52.85 0 0.00 0.00 1 12.79 52.85 0
OP-TR.2 3.85 6.42 0.42 19.44 0 0.00 0.00 0 0 1 3.85 19.44
SUM INF 3005.19 335.47 3317.54 436.54
Story1to9
Story 0
SW NWNE SE
7094.74
1297.17
![Page 55: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/55.jpg)
OPENING U gw A U*A gw*A A U*A gw*A A U*A gw*A A U*A gw*A
OP-TU.1 6.31 0.47 15.84 99.95 7.44 0.00 0.00 0.00 7.92 49.98 3.72 0.00 0.00 0.00
OP-TU.2 6.23 0.50 0.00 0.00 0.00 0.00 0.00 0.00 15.06 93.82 7.53 0.00 0.00 0.00
OP-TU.3 6.13 0.56 45.54 279.16 25.50 0.00 0.00 0.00 49.68 304.54 27.82 0.00 0.00 0.00
OP-TU.4 6.21 0.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.10 56.51 4.73
OP-TU.5 6.18 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.40 88.99 7.63
OP-TU.6 6.84 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.53 17.31 0.28
OP-TU.7 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 108.00 0.00
OP-TU.10 6.41 0.47 0.00 0.00 0.00 10.40 66.66 4.89 0.00 0.00 0.00 0.00 0.00 0.00
61.38 379.11 32.95 10.40 66.66 4.89 72.66 448.34 39.07 44.03 270.81 12.6
A Uav gwav A Uav gwav A Uav gwav A Uav gwav A Uav gwav
70.08 6.18 0.537 10.40 6.41 0.47 72.66 6.17 0.538 47.81 6.15 0.3 188 6.18 0.475
OPENING U gw A U*A gw*A A U*A gw*A A U*A gw*A A U*A gw*A
OP-T0.1 3.15 0.59 0.00 0.00 0.00 0.00 0.00 0.00 32.32 101.81 19.07 0.00 0.00 0.00
OP-T0.2 6.06 0.60 0.00 0.00 0.00 0.00 0.00 0.00 63.00 381.78 37.80 0.00 0.00 0.00
OP-T0.3 6.28 0.47 0.00 0.00 0.00 3.31 20.79 1.56 0.00 0.00 0.00 0.00 0.00 0.00
OP-T0.4 6.20 0.52 0.00 0.00 0.00 2.29 14.20 1.19 0.00 0.00 0.00 0.00 0.00 0.00
OP-T0.5 6.48 0.34 0.00 0.00 0.00 15.45 100.12 5.25 0.00 0.00 0.00 0.00 0.00 0.00
OP-T0.6 6.11 0.57 22.76 139.06 12.97 0.00 0.00 0.00 0.00 0.00 0.00 11.38 69.53 6.49
OP-T0.6b 3.28 0.51 11.38 37.33 5.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
OP-T0.7 6.36 0.43 9.80 62.33 4.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
OP-T0.8 6.56 0.32 0.00 0.00 0.00 0.00 0.00 0.00 10.85 71.18 3.47 0.00 0.00 0.00
OP-T0.9 6.49 0.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.87 44.59 2.54
OP-T0.12 6.08 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 27.36 2.66
OP-T0.13 3.32 0.49 1.49 4.95 0.73 2.98 9.89 1.46 0.00 0.00 0.00 0.00 0.00 0.00
OP-T0.14 3.26 0.48 0.00 0.00 0.00 4.49 14.64 2.16 0.00 0.00 0.00 0.00 0.00 0.00
OP-T0.15 3.24 0.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.45 33.86 5.43
45.43 243.66 23.72 28.52 159.63 11.6 106.17 554.76 60.34 33.20 175.34 17.1
A Uav gwav A Uav gwav A Uav gwav A Uav gwav A Uav gwav
45.43 5.36 0.522 18.52 5.60 0.41 106.17 5.23 0.568 33.20 5.28 0.5 213 5.31 0.529
NE SE SW NW
SUM
Story 0-openings
NE SE SW NW
SUM
Basem. openings
![Page 56: building shell analysis - draft](https://reader034.vdocuments.site/reader034/viewer/2022052402/568bda5d1a28ab2034aa80f7/html5/thumbnails/56.jpg)
OPENING U gw A U*A gw*A A U*A gw*A A U*A gw*A A U*A gw*A
OP-T1.1 6.13 0.56 246.24 1509.45 137.9 0.00 0.00 0.00 362.88 2224.45 203.2 0.00 0.00 0.00
OP-T1.1b 3.49 0.49 103.68 361.84 50.80 0.00 0.00 0.00 64.80 226.15 31.75 0.00 0.00 0.00
OP-T1.1c 3.26 0.49 38.88 126.75 19.05 0.00 0.00 0.00 38.88 126.75 19.05 0.00 0.00 0.00
OP-T1.2 6.12 0.56 19.44 118.97 10.89 0.00 0.00 0.00 19.44 118.97 10.89 0.00 0.00 0.00
OP-T1.3 6.10 0.57 0.00 0.00 0.00 22.50 137.25 12.8 0.00 0.00 0.00 0.00 0.00 0.00
OP-T1.4 6.11 0.57 22.05 134.73 12.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
OP-T1.5 6.17 0.54 12.43 76.69 6.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
OP-T1.6 6.39 0.41 9.30 59.43 3.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
OP-T1.7 6.15 0.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.12 92.99 8.47
OP-T1.8 6.03 0.61 0.00 0.00 0.00 0.00 0.00 0.00 24.57 148.16 14.99 0.00 0.00 0.00
OP-T1.9 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 162.00 0.00
452.02 2387.86 241.7 22.50 137.25 12.8 510.57 2844.49 279.9 42.12 254.99 8.47
A Uav gwav A Uav gw av A Uav gw av A Uav gw av A Uav gw av
45.43 5.28 0.535 18.52 6.10 0.57 106.17 5.57 0.548 33.20 6.05 0.2 1027 5.48 0.529
OPENING U gw A U*A gw*A A U*A gw*A A U*A gw*A A U*A gw*A
OP-TR.1 6.46 0.34 0.00 0.00 0.00 12.79 82.62 4.35 0.00 0.00 0.00 0.00 0.00 0.00
OP-TR.2 6.42 0.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.85 24.72 1.62
0.00 0.00 0.00 12.79 88.62 4.35 0.00 0.00 0.00 3.85 24.72 1.62
A Uav gwav A Uav gw av A Uav gw av A Uav gw av A Uav gw av
0.00 0.00 0.00 12.79 6.46 0.34 0.00 0.00 0.00 3.85 6.42 0.42 17 6.45 0.359
OP-TU.86.24 0.50 6.30 39.31 3.15 0.00 0.00 0.00 0.00 0.00 0.00 3.78 23.6 1.89
OP-TU.96.18 0.53 6.40 39.55 3.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
UHA
NE SE SW NW
SUM
Story 10-openings
NE SE SW NW
SUM
Story 1to9-openings