lot 04 - al saad brackish water and reverse osmosis plant
TRANSCRIPT
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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
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SAP2
000
SAP2
000
v14.
2.4
- File
:RM
U 0
7_R
Ev.0
0 - F
ram
e In
serti
on P
oint
s - K
N, m
, C U
nits
4/18
/16
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
WC
ENTE
RO
FR
OO
FAR
EAEL
EMEN
T
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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
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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 )
-
SAP2
000
SAP2
000
v14.
2.4
- File
:BU
ILD
ING
#40
0.1_
REv
.00
- R
esul
tant
M11
Dia
gram
(E
NV-
ULT
IMAT
E - M
ax) -
KN
, m, C
Uni
ts
4/11
/16
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
.
-
SAP2
000
SAP2
000
v14.
2.4
- File
:BU
ILD
ING
#40
0.1_
REv
.00
- R
esul
tant
M22
Dia
gram
(E
NV-
ULT
IMAT
E - M
ax) -
KN
, m, C
Uni
ts
4/11
/16
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
-
SAP2
000
SAP2
000
v14.
2.4
- File
:BU
ILD
ING
#40
0.1_
REv
.00
- R
esul
tant
M11
Dia
gram
(E
NV-
ULT
IMAT
E - M
in) -
KN
, m, C
Uni
ts
4/11
/16
14:2
7:03
-120
.-1
11.
-102
.-9
2.-8
3.-7
4.-6
5.-5
5.-4
6.-3
7.-2
8.-1
8.-9
.0.
M11
MAX
.-VE
.
-
SAP2
000
SAP2
000
v14.
2.4
- File
:BU
ILD
ING
#40
0.1_
REv
.00
- R
esul
tant
M22
Dia
gram
(E
NV-
ULT
IMAT
E - M
in) -
KN
, m, C
Uni
ts
4/11
/16
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.
M22
MAX
.-VE
.
-
SAP2
000
SAP2
000
v14.
2.4
- File
:MO
DEL
- 00
- R
esul
tant
M11
Dia
gram
(E
NV-
ULT
IMAT
E - M
ax) -
KN
, m, C
Uni
ts
3/28
/16
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
000
SAP2
000
v14.
2.4
- File
:MO
DEL
- 00
- R
esul
tant
M22
Dia
gram
(E
NV-
ULT
IMAT
E - M
ax) -
KN
, m, C
Uni
ts
3/28
/16
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
-
SAP2
000
SAP2
000
v14.
2.4
- File
:BU
ILD
ING
#40
0.1_
REv
.00
- Def
orm
ed S
hape
(EN
V-SE
RVI
CE)
- 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
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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
-
SAP2
000
SAP2
000
v14.
2.4
- File
:BU
ILD
ING
#40
0.1_
REv
.00
- M
omen
t 3-3
Dia
gram
(E
NV-
ULT
IMAT
E) -
KN, m
, C U
nits
4/11
/16
10:1
6:24
BEN
DIN
GM
OM
ENT
DIA
GR
AM
-
SAP2
000
SAP2
000
v14.
2.4
- File
:BU
ILD
ING
#40
0.1_
REv
.00
- S
hear
For
ce 2
-2 D
iagr
am
(EN
V-U
LTIM
ATE)
- 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 - [email protected]/S = 2*0.785 / 20 = 0.075 > Required
Required SHEAR RFT.
-
SAP2
000
SAP2
000
v14.
2.4
- File
:MO
DEL
- 00
- U
nbra
ced
Leng
th R
atio
s (M
ajor
,Min
or)
(AC
I 318
-08/
IBC
2009
) - K
N, m
, C U
nits
3/28
/16
12:1
2:57
UN
BRAC
EDLE
NG
THR
ATIO
-
SAP2
000
SAP2
000
v14.
2.4
- File
:BU
ILD
ING
#40
0.1_
REv
.00
- Effe
ctiv
e Le
ngth
Fac
tors
, K (M
ajor
,Min
or)
(AC
I 318
-08/
IBC
2009
) - T
onf,
m, C
Uni
ts
4/7/
16 1
2:33
:30
EFFE
CTI
VELE
NG
TH_
K-FA
CTO
R
-
SAP2
000
SAP2
000
v14.
2.4
- File
:MO
DEL
- 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
administration building - few pages.pdf010203040506footings