Static load tableProject: Al-Saad LOT4 Brackish water reverse osmosis plantVA Tech WABAG GmbH

Revision: 1 Page 1/1 Date: 4/10/2016

Calc val. 1 Calc unit. 1 Calc val. 2 Calc unit. 2 Sum total [kg] CommentSub Station RMU-06

Transformer loads 5,230 kg 2 pcs 10,460 wet weigthApproximate loads of cables below raised floor 35 kg/m 268.3 m 9,391MCC Panel loads 850 kg/m 14 m 9,520 including cables underneath MCCPLC (Remote I/O) loads 450 kg/m 2.4 m 864VFD & Switchboads loads 700 kg/m 8 m 4,480MV Switchgear loads 600 kg/m 8.4 m 6,048

Sub Station RMU-07Transformer loads 4,690 kg 2 pcs 9,380 wet weigthApproximate loads of cables below raised floor 35 kg/m 257.6 m 9,016MCC Panel loads 850 kg/m 7 m 4,760 including cables underneath MCCPLC (Remote I/O) loads 450 kg/m 2.4 m 864VFD & Switchboads loads 700 kg/m 9.6 m 5,376MV Switchgear loads 600 kg/m 4.5 m 3,240

Sub Station RMU-08Transformer loads 5,885 kg 2 pcs 11,770 wet weigthApproximate loads of cables below raised floor 35 kg/m 281.4 m 9,849MCC Panel loads 850 kg/m 16 m 10,880 including cables underneath MCCVFD & Switchboads loads 700 kg/m 8.8 m 4,928PLC (Remote I/O) loads 450 kg/m 2.4 m 864MV Switchgear loads 600 kg/m 3.2 m 2,304

Emergency power generator stationGenerator load 5,842 kg 2 pcs 11,684 wet weigthDiesel tank load 6,000 kg 1 pc 6,000 wet weigth

15 MVA Transformer RoomTransformer loads 22,800 kg 2 pcs 45,600 wet weigth

15 MVA Transformer FieldNeutral ground resistor 850 kg 2 pcs 1,700

SAP2

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U 0

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s - K

N, m

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4/18

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12:4

8:35

-0.6

0-0

.45

-0.3

0-0

.15

0.00

0.15

0.30

0.45

0.60

0.75

0.90

1.05

1.20

1.35

E-3

3DVI

EWFR

AME

INSE

RTI

ON

POIN

T

RO

OF

BEAM

INSE

RTI

ON

POIN

T0.

15m

BELO

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FR

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FAR

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EMEN

T

SAP2000

SAP2000 v14.2.4 - File:MODEL - 02 NEW FOOT - 3-D View - Tonf, m, C Units

3/31/16 11:12:24

3DM

OD

EL

SAP2000

SAP2000 v14.2.4 - File:MODEL - 02 NEW FOOT - Frame Span Loads (WALLS) (As Defined) - KN, m, C Units

3/31/16 11:16:19

WAL

LLO

ADS

15 KN/m` WALL LOAD

WALL LOAD= 18 KN/m3 X 0.2 m X 3.60 m= 12.96 KN/m ( TAKEN 15 KN/m )

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KN

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4/11

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14:0

8:42

0.0

4.6

9.2

13.8

18.5

23.1

27.7

32.3

36.9

41.5

46.2

50.8

55.4

60.0

M11

MAX

.+VE

.

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14:1

1:10

0.0

4.6

9.2

13.8

18.5

23.1

27.7

32.3

36.9

41.5

46.2

50.8

55.4

60.0

M22

MAX

.+VE

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14:2

7:03

-120

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11.

-102

.-9

2.-8

3.-7

4.-6

5.-5

5.-4

6.-3

7.-2

8.-1

8.-9

.0.

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4/11

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14:2

8:52

-120

.-1

11.

-102

.-9

2.-8

3.-7

4.-6

5.-5

5.-4

6.-3

7.-2

8.-1

8.-9

.0.

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MAX

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SAP2

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10:4

0:05

0.0

1.8

3.5

5.3

7.1

8.8

10.6

12.4

14.2

15.9

17.7

19.5

21.2

23.0

ADD

.RFT

.ABO

VEM

ESH

T10@

200

_X-

DIR

ECTI

ON

T10@

400

ADD

.BO

T.

T10@

400

ADD

.BO

T.

SAP2

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3/28

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10:4

7:53

0.0

1.8

3.5

5.3

7.1

8.8

10.6

12.4

14.2

15.9

17.7

19.5

21.2

23.0

ADD

.BO

T.R

FT.A

BOVE

MES

HT1

0@20

0_Y-

DIR

ECTI

ON

T12@

400

ADD

BOT

T12@

400

ADD

BOT

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- KN

, m, C

Uni

ts

4/5/

16 1

4:29

:27

-12.

0-1

1.0

-10.

0-9

.0-8

.0-7

.0-6

.0-5

.0-4

.0-3

.0-2

.0-1

.00.

01.

0E-

3

D.d

l=

1.16

cmD

.dl

=0.

12cm

M.d

l=

2.1

mt

M.ll

=0.

23m

tSP

AN=

5.80

m

MAX APPLIED FACTORED SHEAR FORCE Vu = TONf

NOMINAL SHEAR STRENGTH Vn = VC = (1/6) X X sqrt(Fc) X bWX d

= (1/6) X 1 X sqrt(35) X 1000 X 0 = N

= TONf

VC = 0.75 X = TONf > VU SAFE

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Dia

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(E

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KN, m

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nits

4/11

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10:1

6:24

BEN

DIN

GM

OM

ENT

DIA

GR

AM

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-2 D

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(EN

V-U

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- KN

, m, C

Uni

ts

4/11

/16

10:1

7:13

SHEA

R2-

2

SAP2000

SAP2000 v14.2.4 - File:MODEL - 02 NEW FOOT - Longitudinal Reinforcing Area (ACI 318-08/IBC2009) - KN, cm, C Units

3/31/16 11:31:50

REQUIRED LONGITUDINAL RFT ( cm2 )

SAP2000

SAP2000 v14.2.4 - File:MODEL - 02 NEW FOOT - Shear Reinforcing Area Per Unit Length (ACI 318-08/IBC2009) - KN, cm, C Units

3/31/16 11:34:14

PROVIDE 2 LEGS - T10@200n.AS/S = 2*0.785 / 20 = 0.075 > Required

Required SHEAR RFT.

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- U

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Leng

th R

atio

s (M

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(AC

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) - K

N, m

, C U

nits

3/28

/16

12:1

2:57

UN

BRAC

EDLE

NG

THR

ATIO

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0.1_

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- Effe

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ngth

Fac

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, K (M

ajor

,Min

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(AC

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) - T

onf,

m, C

Uni

ts

4/7/

16 1

2:33

:30

EFFE

CTI

VELE

NG

TH_

K-FA

CTO

R

SAP2

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SAP2

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v14.

2.4

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:MO

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- 00

- R

esul

tant

V13

Dia

gram

(E

NV-

ULT

IMAT

E - M

ax) -

KN

, m, C

Uni

ts

3/28

/16

12:5

4:14

-0.2

8-0

.14

0.00

0.14

0.28

0.42

0.56

0.70

0.84

0.98

1.12

1.26

1.40

1.54

E+3

V13

DIA

GR

AMM

AXV1

3=

210

KN

01020304Binder5.pdf2016-07-23_0733032016-07-23_073421

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