building shell analysis - draft

56

description

building shell analysis - draft

Transcript of building shell analysis - draft

Page 1: building shell analysis - draft
Page 2: building shell analysis - draft

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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