CERTIFICATE OF PAYMENT No -1

Project : - B+G+19+T APARTMENT BUILDING

Location: -ADDIS ABABA ( KIRKOS SU Contract value Amount
Client: - MITIKU YIBE Main contract 21,029,986.02
Supplementary
Consultant:- MESMER CAE
contract -
Variation order no.
Contractor:-WUBNEH TADESSE B.C.
1 0.00

Subtotal 21,029,986.02
VAT 15% 3,154,497.90
Total 24,184,483.92

1.As per the Attachment value Executed

of work on site executed to Service sum 3,144,182.37
date Birr:- Less rebate (---%) 0.00
Net service sum 3,144,182.37
Add: Material-on-site -
Price Adjustment -
A=Total 3,144,182.37
Deductions
2. Previous payments (Service
-
sum)
Previous payments 3. Retention 5% (A) 157,209.12
4. Advance repayment 20% of
No Date service sum VAT 628,836.47
main contract amt
1 5. Penalty
2 6.Client Material Cost Deduction -
3 7. Total deduction(2,3,4,5&6) 786,045.59
4 8.Net payable for this pay due the contractor. 2,358,136.77
5 - -
6
7 - -

2,358,136.77
VAT Payment Check
Advance pyment Amount Vat(15%) 9. Total Excuted amount,(1) 3,144,182.37
Amount of advance taken Birr 4,836,896.78 725,534.52 10.Client Materials (6) -
Amount of advance repaid 11.Excuted amount after client material Deduction (9
Birr(4) 628,836.47 94,325.47 3,144,182.37
Out standing advance payment 12. Total 15%,Vat(15%)*(11))
Birr 4,208,060.31 631,209.05 471,627.35
13.Total Previous VAT payed 94,325.47
14.Net Payable VAT for this Payment,(12-13) 377,301.88
15.Total payable due to the contractor
including15%Vat,(8+14) 2,735,438.66
We cerify that the contractor is now entitled to the sum of birr 2,777,86.25( two million
seven hundred seventy seven thousand eight hundred sexty five and 25/100 birr only
including 15% V.A.T.

Aproved By (Consultant) Certified by By (Client)

Name____________________________ Name____________________________
Sig.____________________________ Sig.____________________________
Date____________________________ Date____________________________
PROJECT:- B+G+19+T APARTMENT BUILDING OWNER:- MITIKU YIBE
PROJCET SECTION :- CONSULTALNT:- MESMER CAE
LOCATION:- KIRKOS SUB CITY WORDE 06 CONTRACTOR:- WUBNEH TADESSE B.C.

SUMMARY FOR THE PROJECT

TOTAL CONTRACT TOTAL AMOUNT
ITEM DESCRIPTION UNIT AMOUNT EXCUTED
A SUB STRUCTURE BIRR

1 EXCAVATION AND EARTH WORK BIRR 927,160.43 253,960.25

2 CONCRETE WORK BIRR 2,412,588.22 1,832,567.98

SUB -TOTAL A BIRR 3,339,748.65 2,086,528.23

B SUPER STRUCTURE
1 CONCRETE WORK BIRR 17,690,237.37 1,057,654.14

SUB -TOTAL B 17,690,237.37 1,057,654.14

TOTAL A+B BIRR 21,029,986.02 3,144,182.37

 CURRENT EXCUTED
ITEM DESCRIPTION CONTRACT CONTRACT EXCUTED Contract AMOUNT IN
UNIT QTY U.PRICE QUANTITY U.PRICE Amount BIRR

A. SUB STRUCTURE

1. EXCAVATION AND EARTHWORKS

1.1 Clearing off site to removal of top soil to an average depth
of 200mm. m2 500.00 30.00 - 30.00 15,000.00 -
Bulk excavation in ordinary soil from the natural ground
1.2 level to a depth not exceeding 900mm. m3 798.36 200.00 603.11 200.00 159,672.00 120,621.44
1.3 Bulk excavation in ordinary soil from the natural ground
level to a depth not exceeding 900mm. m3 810.360 300.00 300.00 243,108.00 -
1.4 Bulk excavation in ordinary soil from the natural ground
level to a depth not exceeding 900mm. m3 675.94 300.00 300.00 202,782.00 -
1.5 Pit excavation in ordinary soil from the reduced level to a
depth not exceeding 1500mm. m3 12.85 600.00 600.00 7,710.00 -
1.6 Back fill material around footings & Masonry wall with
borrowed material from quarry left over & compact in
layer not exceeding 20cm. m3 153.64 300.00 243.43 300.00 46,092.00 73,028.09
1.7 Cart away and spread surplus excavated material at an
appropriate tip. m3 2,297.51 100.00 603.11 100.00 229,751.00 60,310.72
1.8 25cm thick basaltic or equivalent stone hard-core and
blinded with crushed stone. m2 76.82 300.00 300.00 23,046.00 -
- -
TOTAL CARRIED TO SUMMARY ……………………………………....…………… 927,160.43 253,960.25

CONTRACTOR CONSULTANT
 CURRENT EXCUTED
ITEM DESCRIPTION CONTRACT CONTRACT EXCUTED Contract AMOUNT IN
UNIT QTY U.PRICE QUANTITY U.PRICE Amount BIRR

2. CONCRETE WORKS
2.1 50mm thick lean concrete in C-5 with minimum
cement content of 150kg/m 3 of concrete under:
a) mat Foundations slab and beam m2 532.24 120.00 511.14 120.00 63,868.80 61,336.20
b)LIFT MAT m2 17.14 120.00 11.18 120.00 2,056.80 1,341.60
c) BASEMENT SLAB m2 384.09 100.00 407.92 100.00 38,409.00 40,792.40
Reinforced concrete in class C-50 - -
a) Foundations. columns. m3 20.08 1,000.00 1,000.00 20,080.00 -
b) Foundation SHEAR WALL m3 47.76 1,000.00 1,000.00 47,760.00 -
2.3 Reinforced concrete in class C-30 - -
a) MAT Foundation slab m3 372.57 450.00 372.59 450.00 167,656.50 167,666.62
b) MAT Beams. m3 114.64 450.00 116.32 450.00 51,588.00 52,343.95
c) LIFT SHAFT MAT m2 17.57 1,000.00 21.82 450.00 17,570.00 9,821.09
d) 10 cm thick BASEMENT SLAB m2 57.61 1,000.00 28.00 1,000.00 57,610.00 28,000.00
e) ground floor slab m3 80.77 1,000.00 93.35 450.00 80,770.00 42,008.63
f) ramp m2 60.35 1,000.00 - 450.00 60,350.00 -
g) stair m3 6.88 1,000.00 4.38 450.00 6,880.00 1,972.47
Reinforced concrete in class C-30 - -
a) retaining wall m3 29.43 1,000.00 12.75 1,000.00 29,430.00 12,745.20
b) Basement Floor column (C-50) m3 20.08 1,000.00 19.07 450.00 20,080.00 8,580.24
c) Basement Floor shear wall (C-50) m2 47.76 1,000.00 47.96 450.00 47,760.00 21,584.02
2.2 Provide, cut and fix in position sawn zigba wood or
wrought iron formwork which ever is appropriate - -
for:
a)mat Foundations. m2 65.73 650.00 64.71 650.00 42,724.50 42,064.75
b) mat beam m2 309.00 650.00 304.51 650.00 200,850.00 197,932.80
c- lift shaft beam m2 33.58 650.00 33.57 650.00 21,827.00 21,820.50
d-retaining wall m2 292.76 650.00 130.91 650.00 190,294.00 85,091.50
e-basement floor column m2 76.37 650.00 96.33 650.00 49,640.50 62,614.50
f-basement floor shear wall m2 222.86 650.00 263.29 650.00 144,859.00 171,140.42
g-ground floor slab and beam m2 330.99 650.00 200.38 650.00 215,143.50 130,243.75
h-ramp m2 334.12 650.00 - 650.00 217,178.00 -
i-stair m2 37.78 650.00 32.49 650.00 24,557.00 21,119.25
2.3 Steel reinforcement according to drawing. Price
includes cutting, bending, placing in position and -
tying wires. -
a) Dia. 8mm deformed bar.
kg 2,437.84 7.00 5,848.70 7.00 17,064.88 40,940.92
b) Dia. 10mm deformed bar.
kg 10,560.06 7.00 9,731.69 7.00 73,920.42 68,121.86
c) Dia. 12mm deformed bar.
kg 20,235.13 7.00 20,944.73 7.00 141,645.91 146,613.12
d) Dia. 14mm deformed bar.
kg 5,961.23 7.00 10,227.31 7.00 41,728.61 71,591.18
e) Dia. 16mm deformed bar.
kg 22,801.26 7.00 21,481.32 7.00 159,608.82 150,369.24
f) Dia. 20mm deformed bar.
kg 14,716.75 7.00 16,596.99 7.00 103,017.25 116,178.91
g) Dia. 24mm deformed bar.
kg 8,095.63 7.00 8,361.84 7.00 56,669.41 58,532.86

- -
TOTAL CARRIED TO SUMMARY ……………………………………....…………… ### 1,832,567.98

CONTRACTOR CONSULTANT
 CURRENT EXCUTED
ITEM DESCRIPTION CONTRACT CONTRACT EXCUTED Contract AMOUNT IN
UNIT QTY U.PRICE QUANTITY U.PRICE Amount BIRR

B. SUPER STRUCTURE
1. CONCRETE WORKS

1.1 Reinforced concrete in class C-30

a) floord slab. m3 2,397.30 450.00 28.32 450.00 1,078,785.00 12,742.87
b-ramp m3 49.86 450.00 126.07 450.00 22,437.00 56,732.06
c) Staire cases m3 175.32 450.00 2.75 450.00 78,894.00 1,238.70
Reinforced concrete in class C-50 - -
a) Elevation Column. m3 376.21 1,000.00 31.50 450.00 376,210.00 14,176.93
b- shear wall m2 932.12 1,000.00 56.46 450.00 932,120.00 25,406.35
- -
1.2 Provide, cut and fix in position sawn zigba wood or wrought iron
formwork which ever is appropriate for: - -
- -
a) Elevation Column. m2 1,302.37 650.00 121.29 650.00 846,540.50 78,838.50
b)- shear wall m2 5,528.09 650.00 374.88 650.00 3,593,258.50 243,673.56
c- floor flat flat slab m2 9,908.79 650.00 113.27 650.00 6,440,713.50 73,625.50
d) Staire cases m3 348.74 650.00 13.82 650.00 226,681.00 8,981.93
e-ramp m3 989.35 650.00 525.29 650.00 643,077.50 341,435.25
1.3 Steel reinforcement according to drawing. Price includes cutting, bending,
placing in position and tying wires. - -
- -
b) Dia. 8mm deformed bar.
kg 21,520.72 7.00 1,350.25 7.00 150,645.04 9,451.74
c) Dia. 10mm deformed bar.
kg 220,878.04 7.00 8,879.21 7.00 1,546,146.28 62,154.48
d) Dia. 12mm deformed bar.
kg 121,771.98 7.00 8,788.87 7.00 852,403.86 61,522.06
e) Dia. 14mm deformed bar.
kg 64,668.14 7.00 3,642.98 7.00 452,676.98 25,500.84
f) Dia. 16mm deformed bar.
kg 29,356.12 7.00 3,996.43 7.00 205,492.84 27,974.98
g) Dia. 20mm deformed bar.
kg 34,881.38 7.00 2,028.34 7.00 244,169.66 14,198.38
h) Dia. 24mm deformed bar.
kg - 7.00 - 7.00 - -
TOTAL CARRIED TO SUMMARY ……………………………………....…………… 17,690,237.37 1,057,654.14 1098417

CONTRACTOR CONSULTANT
PROJECT:- B+G+19+T APARTMENT BUILDING OWNER:- Mitiku Yibe
PROJCET SECTION :- CONSULTALNT:- Mesmer CAE
LOCATION:- KIRKOS SUB CITY WORDE 06 CONTRACTOR:- Wubneh Tadesse B.C.

T D S Description T D S Description
A. SUB-STRUCTURE
1. EXCAVATION AND EARTH
WORK 2 6.8 axis b/n B-C,&D-E,B/N 3-4
1.1, Clearing of the site to an
average depth of 20 cm from
natural ground level. 4.8
1 20 Area measured in Autocad 0.6 39.17
26.25
1 6.8
0.00 M2 4.75
1.2, Bulk excavation to reduce
level in ordinary soil depth not
1 19.4 exceeding 1500 0.6 19.38 axis A-B b/n 3-4
26.8 V= Area measured in Autocad*Depth
1.16 depth from serve data 1.4 1 6.8 AXIS B/N C-D AND 3-4
5.8
603.11 M3
cartaway and spread surplus 0.6 23.66
excated material to
0.2 0.00 appropriatelocation
0.00 1 6.8 AXIS B/N E-E' AND 3-4
3.17
0.6 12.93
603.11 M3
back fill 1 6.82
2 4.75 axis b/n A-B,B-C,B/N 1-2 1.03 axis A-B b/n axis 3-4
4.75 0.6 4.21
0.6
27.08 1 6.82
0.89 axis A-B b/n axis 3-4
1 4.75 axis b/n C-D,B/N 1-2 0.6 1.82
5.8
0.6 16.53 1 3.73
1.92
axis b/n D-E',B/N 1-2 0.6 4.30 axis B-C b/n axis 3-4
1 4.75
6 1 5.8
0.6 17.10 1.92
0.6 6.68 axis C-D b/n axis 3-4

axis b/n A-B,B/N 2-3 1 4.8

1 3.8 1.92
4.75 0.6 5.53 axis D-E b/n axis 3-4
0.6 10.83
1 3.17
1 3.8 1.9 axis E-F b/n axis 3-4
4.8 axis b/n ,B-C,B/N 2-3 0.6 3.61
0.6 10.94
227.44 TOTAL
1 3.8 15.99 around the bulding
4.8 axis b/n D-E,B/N 2-3 243.43 M3over total
0.6 10.94

1 3.8 axis b/n C-D,B/N 2-3

5.8
0.6 13.22

-1 2.05
3.49
0.6 -4.29 LIFT

axis b/n E-E',B/N 2-3

1 1.65
3
0.6 2.97

axis b/n E-E',B/N 2-3

1 0.71
1.9
0.6 0.81
PROJECT:- B+G+19+T APARTMENT BUILDING OWNER:- Mitiku Yibe
PROJCET SECTION :- CONSULTALNT:- Mesmer CAE
LOCATION:- KIRKOS SUB CITY WORDE 06 CONTRACTOR:- Wubneh Tadesse B.C.
T D S Description T D S Description
A. 2.5SUB-STRUCTURE
Provide,cut and fix in 2 22.51 axis 3
position sawn Zigba wood form
work 0.8 area= l*w
a, Mat foundation slab 36.016 L=4.65+4.8+5.75+4.75+2.335
1 24.85 axis 1 2 23.32 axis 4
0.7 area= l*w 0.8 area= l*w
17.394 37.312 L=21.85-(3*0.7-3*0.8)
1 27.87 axis 4 external form work
0.70 area= l*w 1 19.52 axis A
19.51 0.80
axis A 15.616
1 19.4 area= l*w 1 24.85 axis 1
0.70 0.80
13.58 19.88
axis E 1 5.50 AXIS E'
1 20.33 area= l*w 0.80
0.70
14.231 4.4
64.71 M2 Mat fouD. slab form work 1 14.99 AXIS F
b, Mat foundation beam 0.80
internal formwork 11.992
1 16.58 axis A 6 0.70 side sponda form work
0.8 L=4.213+3.8+4.85 0.80
13.264 W=0.8 3.36
2 17.15 axis B 304.51 m2 Mat foundation beam
0.8 L=1.95+6.8+3.8+4.75 C. Lift Shaft pit
27.44 W=0.8
2 16.27 axis C 3 2.00
0.8 L=2.125+6.8+1.85+4.8 1.50
26.032 W=0.8 12
2 17.27 axis D 2 3.60
0.8 L=2.125+6.7+1.25+4.7 1.50
27.632 W=0.8 11.4
2 12.52 axis E 1 3.50
0.8 L=2.125+6.8+3.75 1.50
20.032 W=0.8 10.17
1 10.72 axis F
0.8 area= l*w 33.57 m2 lift shaft
8.576 L=2.025+1.945 , W=0.8
4.75 axis E' Retaining wall
1 0.8 2 8.75 AXIS A
3.8 2.47
43.225
1 axis 1 2 17.75 AXIS 4
21.35 area= l*w 2.47
0.8 L=4.75+4.8+5.7 87.685
17.08 W=0.8 AXIS E
2 20.05 axis 2
0.8 area= l*w 130.91 m2 Retaining wall
L=4.75+4.8+4.748+0.307
32.1 W=0.8

CONTRACTOR___________________ SUPERVISOR___________________
PROJECT:- B+G+19+T APARTMENT BUILDING OWNER:- Mitiku Yibe
PROJCET SECTION :- CONSULTALNT:- Mesmer CAE
LOCATION:- KIRKOS SUB CITY WORDE 06 CONTRACTOR:- Wubneh Tadesse B.C.
T D S Description T D S Description
E.Basemnt floor columns
G,ground floor Slab
3 2.8 C1
2.47 side form work
20.748 1 11.3 V=Area* slab Thickness
3 3 C2 6.1 B/N axis (1'-4'),(A-C)
2.47 68.93
22.23 1 2 B/N axis (2'-3),(C-C')
4 3.6 C3 1.6
2.47 3.2
35.568 1 7.5 B/N axis (3-4),(A-D)
1 3.2 C4 6.8
2.47 51
7.904
1 4 C5 1 4 B/N axis (2-3'),(E-E')
2.47 8.9
9.88 35.6
96.33 m2 Basemnt floor columns 3 48.8 B/N AXIS (A-D(1-4)
0.25
F.Basemnt floor shear walls 36.6
2 6.85 W-1/2 1 20.18 B/N AXIS (E-F)(1-4)
2.595 0.25
35.552 5.045
4 2.15 W-1/3
2.595
22.317 200.38 m2 gr. floor salb and beam
2 7.5 W-2/1 2 2.66 stair
2.595 1.24 level (-2.72-0.00)
38.925 6.60 stair bottom
1 5.4 W-2/2 9 tread and raiser
2.47 2 1.245 1/2*b*h
13.338 22.41
1 1.65 W-2/3 1 1.335 landing
2.47 2.61
4.0755 3.48
1 6.1 external W-2/2
2.72
16.592
1 2 external W-2/3 32.49 m2total
2.72
5.44
1 3.965 W-3/1
2.47
9.7936
1 6.255 W-3/2
2.47
15.45
1 3.995 external W-3/1
2.72
10.866
1 6.29 external W-3/2
2.72
17.109
1 6.095 W-4/1
2.47
15.055
1 5.295 external W-4/1
2.72
14.402
1 5.32 W-5/1
2.47
13.14
1 4.52 external W-5/1
2.72
12.294
2 3.65 W-6/1
2.595
18.944
263.29 m2 Basemnt floor shear walls

CONTRACTOR___________________ SUPERVISOR___________________
PROJECT:- B+G+19+T APARTMENT BUILDING OWNER:- Mitiku Yibe
PROJCET SECTION :- CONSULTALNT:- Mesmer CAE
LOCATION:- KIRKOS SUB CITY WORDE 06 CONTRACTOR:- Wubneh Tadesse B.C.

T D S Description T D S Description
A. SUB-STRUCTURE
50mm thick lean concrete in C-5 with
minimum cement content of 150kg/m3 of
concrete under:
a) mat Foundations slab and beam
B/N axis (B-C) and (3-4)
1 5.8 B/N axis (A-B) and (1-2) V=area
5.8 V=area 1 5.5
7.5
33.6 41.25
1 5.5 B/N axis (B-C) and (1-2) 1 6.5 B/N axis (C-D) and (3-4)
5.8 V=area 7.5 V=area
31.9 48.75
1 6.5 B/N axis (C-D) and (1-2) 1 5.5 B/N axis (D-E) and (3-4)
5.8 7.5 V=area
V=area
37.7 41.25
1 7.05 B/N axis (D-E) and (1-2) 1 2.9 B/N axis (E-E') and (3-4)
5.8 V=area 7.5
V=area
40.9 21.75
1 4.5 B/N axis (A-B) and (2-3) 1 7.2 B/N axis (A-B) and (4-4')
5.8 V=area 2.02 V=area
26.1 14.544
1 4.5 B/N axis (B-C) and (2-3) 1 4.08 B/N axis (B-C) and (4-4')
5.5 V=area 2.47 V=area

24.8 10.0776
1 6.5 B/N axis (C-D) and (2-3) 1 6.5 B/N axis (C-D) and (4-4')
4.5 V=area 2.47 V=area
16.055
29.3 1 5.5 B/N axis (D-E) and (4-4')
1 5.5 B/N axis (D-E) and (2-3) 2.47 V=area
4.5 V=area 13.585
1 4.22 B/N axis (E-E') and (4-4')
24.8 2.47 V=area
1 2.7 B/N axis (E-E') and (2-3) 10.4234
4.5 V=area -1 4.30
2.6 -11.18 ddt for lift shaft
12.2
1 7.5 B/N axis (A-B) and (3-4)
5.8 V=area 511.1 m2UNDER mat slab
43.5
T D S Description T D S Description
b)LIFT MAT B/N axis (B-C) and (3-4)
1 4.3 V=area
2.6 1 32.64
11.18 m2LIFTSHAFT
1 22.56 c) BASEMENT SLAB 32.64
B/N axis (A-B) and (1-2) 1 39.44 B/N axis (C-D) and (3-4)
V=area V=area
22.6 39.44
1 22.8 B/N axis (B-C) and (1-2) 1 30.64 B/N axis (D-E) and (3-4)
V=area V=area
22.8
1 27.55 B/N axis (C-D) and (1-2) 30.64
1 20.32 B/N axis (E-E') and (3-4)
V=area
27.6 V=area
1 28.49 B/N axis (D-E) and (1-2) 20.32
V=area 1 7.611 B/N axis (A-B) and (4-4')
V=area
28.5 7.611
1 18.05 B/N axis (A-B) and (2-3) 1 5.88 B/N axis (B-C) and (4-4')
V=area V=area
18.1
1 20.93 B/N axis (B-C) and (2-3) 5.88
V=area 1 7.113 B/N axis (C-D) and (4-4')
V=area
20.9 7.11
1 21.88 B/N axis (C-D) and (2-3) 1 18.91 B/N axis (D-E) and (4-4')
V=area V=area
18.91
21.9 1 7.67 B/N axis (E-E') and (4-4')
1 21.54 B/N axis (D-E) and (2-3) V=area
V=area 7.67

21.5
1 17.6 B/N axis (E-E') and (2-3)
V=area
407.92 m2UNDER BEAS MENT FLOOR SLAB
17.6
1 36.3 B/N axis (A-B) and (3-4)
V=area
36.3
T D S Description T D S Description
A. SUB-STRUCTURE
MAT SLAB CONCRETE C - 30
B/N axis (B-C) and (3-4)
1 22.56 B/N axis (A-B) and (1-2) V=area
0.7 V=area 1 39.64
0.7
15.8 27.748
1 22.8 B/N axis (B-C) and (1-2) 1 39.44 B/N axis (C-D) and (3-4)
0.7 V=area 0.7 V=area
16.0 27.608
1 27.55 B/N axis (C-D) and (1-2) 1 39.64 B/N axis (D-E) and (3-4)
0.70 0.7 V=area
V=area
19.3 27.748
1 28.49 B/N axis (D-E) and (1-2) 1 29.32 B/N axis (E-E') and (3-4)
0.7 V=area 0.7
V=area
19.9 20.524
1 18.05 0.7 B/N axis (A-B) and (2-3) 1 21.93 B/N axis (A-B) and (4-4')
V=area 0.7 V=area
12.6 15.351
1 29.93 B/N axis (B-C) and (2-3) 1 39.135 B/N axis (B-C) and (4-4')
0.7 V=area V=area
0.7
21.0 27.3945
1 21.88 B/N axis (C-D) and (2-3) 1 25.03 B/N axis (C-D) and (4-4')
0.7 V=area 0.7 V=area
17.521
15.3 1 20.11 B/N axis (D-E) and (4-4')
1 21.54 B/N axis (D-E) and (2-3) 0.7 V=area
0.7 V=area 14.077
1 20.75 B/N axis (E-E') and (4-4')
15.1 0.7 V=area
1 17.6 B/N axis (E-E') and (2-3) 14.525
0.7 V=area bed of lift shaft
1 10.58 V=area
12.3 0.7
1 36.3 B/N axis (A-B) and (3-4) 7.406
0.7 V=area 372.6 m3 mat foundation slab
25.4
T D S Description T D S Description
3 0.5 Basment column 1 7.15 shear wall 2
0.9 column1 0.35 w2/1
2.72 v=l*w*h 2.72
3.67
3 0.6 column2 6.81
0.9 1 5.4 w2/2
2.72 0.35
4.41 2.72
4 1 column3 5.14
0.8 1 2 w2/3
2.72 0.35
8.70 2.72 1.90
1 1 column4 1 6.29 wall 3/2
0.6 0.35
2.72 2.72 5.99
1.63 1 3.965 wall 3/1
1 0.4 column5 0.35
0.6 2.72 3.77
2.72 1 5.295 share wall 4
0.65 0.35
19.0672 m3 Basment column 2.72 5.04
c) Basement Floor shear wall (C-50) 1 4.52 share wall 5
share wall 1 0.35
1 4.19 w1/1 2.72 4.30
0.3 1 3.3 share wall 6
2.72 0.35
3.42 2.72 3.14
-2 1 lift door 47.96448 m3basment shear wall
0.3
2.72
-1.63
1 7.15 w1/2
0.3
2.72

5.83
2 2.6 w1/3
0.3
2.72 4.24
T D S Description T D S Description
b) MAT Beams. level (-2.72)-(+0.00)
MAT BEAM 1 2.25 W 1/2
1 13.849 AXIS 1 2.72
length= L- longitudinal beam length - share
1.5 wall wall length) 0.3
0.7 1.84
3.68 1 3.29 W1/1
2.72
1 5.257 AXIS 2 0.3
1.5 2.68
0.7
24.7 -2 2.1 LIFT DOOR OPENING
1 23.02 AXIS 3 1
1.5 0.3
0.7 -1.26
14.8 2 2 W1/3
14.12 AXIS 4 2.72
1.5 0.3
0.7 3.264
16.6 21.82 m3 Lift Shaft pit
1 14.85 AXIS A Retaining wall
1.5 1 3.80 AXIS A
0.7 2.47
21.8 0.20
1 20.1 AXIS B 1.8772
1.5 1 22.00 AXIS 4
0.7 2.47
10.3 0.20
1 8.625 AXIS C 10.868
1.5 AXIS E
0.7
4.7 12.75 m2 Retaining wall
1 2.975 AXIS D
1.5
0.7
14.6
1 12.875 AXIS E
1.5
0.7
4.5
1 2.775 AXIS F
1.5
0.7
0.7
116.3199 m3 Mat beam
c) LIFT SHAFT MAT
2 6.55 level (-3.72-(-2.72)
0.3 W1/1, W 1/2
1
5.0
2 2 W1/3
0.3
1 5.3
10.3
T D S Description T D S Description
1 22.8 BASMENT FLOOR SLAB B/N axis (B-C) and (3-4)
0.1 B/N axis (A-B) and (1-2) V=area
V=area 1 32.64
2.3 0.1
1 22.8 B/N axis (B-C) and (1-2) 3.264
0.1 V=area 1 39.44 B/N axis (C-D) and (3-4)
2.3 0.1 V=area
1 27.55 B/N axis (C-D) and (1-2) 3.944
0.1 1 30.64 B/N axis (D-E) and (3-4)
V=area 0.1 V=area
2.8
1 28.49 B/N axis (D-E) and (1-2) 3.064
0.1 V=area 1 20.32 B/N axis (E-E') and (3-4)
0.1
2.8 V=area
1 18.05 B/N axis (A-B) and (2-3) 2.032
0.1 V=area 1 7.611 B/N axis (A-B) and (4-4')
1.8 0.1 V=area
1 20.93 B/N axis (B-C) and (2-3) 0.7611
0.1 V=area 1 5.88 B/N axis (B-C) and (4-4')
0.1 V=area
2.1
1 21.88 B/N axis (C-D) and (2-3) 0.588
0.1 V=area 1 7.113 B/N axis (C-D) and (4-4')
0.1 V=area
2.2 0.71
1 21.54 B/N axis (D-E) and (2-3) 1 18.91 B/N axis (D-E) and (4-4')
0.1 V=area 0.1 V=area
1.891
2.2 1 7.67 B/N axis (E-E') and (4-4')
1 17.6 B/N axis (E-E') and (2-3) 0.1 V=area
0.1 V=area 0.767

1.8
1 36.3 B/N axis (A-B) and (3-4)
0.1 V=area 28.00 m3 BESMENT FLOOR SLAB
3.6
T D S Description T D S Description
e , Ground floor slab and beam (flat slab )
(+0.00) thickness (2.50mm) 2 2.66 g. stair
1 69.26 V=Area* slab Thickness 0.18 level (-2.72-0.00)
0.25 B/N axis (1-2),(A-C) 1.245 0.41 stair bottom
17.32 9 0.2016 tread and raiser
1 26.73 B/N axis (2-3),(B-C) 2 1.245 1/2*b*h
0.25 3.32
6.68 1 1.335 landing
1 197.44 B/N axis (2-4),(A-D) 2.61
0.25 0.25 0.65
49.36 4.38 m3 stair

1 34.63 B/N axis (2-3),(E-E')

0.25
8.66
1 22.35 B/N axis (4-4'),(B-D)
0.25
5.5875
1 23
0.25 CANTILIVER
5.75
93.35 m3 Ground floor slab and beam (flat slab )
 L No. of No.or
Location ø (m) Span lengt Spacing No. bar Memb. Bar ø8 ø10 ø12 ø14 ø16 ø20 ø24
Mat slab bottom x direction 16.0 2.5 5.8 0.13 45.6 1.0 45.6 " " " " 114.0 " "
B/N Axis 1-2&A 16.0 4.0 5.8 0.13 45.6 1.0 45.6 " " " " 182.5 " "
B/N Axis 1-2&B 16.0 4.0 5.5 0.13 42.9 1.0 42.9 " " " " 171.7 " "
B/N Axis 1-2&C 16.0 4.0 5.8 0.10 58.5 1.0 58.5 " " " " 234.0 " "
B/N Axis 1-2&D 24.0 4.0 5.9 0.13 46.0 1.0 46.0 " " " " " " 184.0
B/N Axis 1-2&E 16.0 2.6 5.8 0.13 45.6 1.0 45.6 " " " " 120.7 " "
B/N Axis 2-3&A 16.0 4.0 4.5 0.13 35.6 1.0 35.6 " " " " 142.5 " "
B/N Axis 2-3&B 24.0 2.5 2.5 0.13 20.2 1.0 20.2 " " " " " " 50.6
B/N Axis 2-3&C 24.0 4.0 2.0 0.13 16.4 1.0 16.4 " " " " " " 65.5
16.0 5.5 2.5 0.13 20.2 1.0 20.2 " " " " 111.3 " "
B/N Axis 2-3&D 16.0 4.0 2.0 0.13 16.4 1.0 16.4 " " " " 65.5 " "
16.0 5.6 4.5 0.13 35.6 1.0 35.6 " " " " 200.3 " "
B/N Axis 2-3&E 16.0 3.0 7.5 0.13 58.7 1.0 58.7 " " " " 176.1 " "
B/N Axis 3-4&A 16.0 4.0 7.5 0.13 58.7 1.0 58.7 " " " " 234.8 " "
B/N Axis 3-4&B 16.0 4.0 7.5 0.13 58.7 1.0 58.7 " " " " 234.8 " "
B/N Axis 3-4&C 16.0 4.0 7.5 0.13 58.7 1.0 58.7 " " " " 234.8 " "
B/N Axis 3-4&D 16.0 6.5 4.0 0.13 31.8 1.0 31.8 " " " " 206.5 " "
B/N Axis 3-4&E 16.0 7.0 3.5 0.13 27.9 1.0 27.9 " " " " 195.5 " "
B/N Axis 3-4&E 16.0 3.0 1.6 0.13 13.3 1.0 13.3 " " " " 39.9 " "
B/N Axis 4-4'&A 16.0 2.9 2.5 0.13 20.0 1.0 20.0 " " " " 58.1 " "
B/N Axis 4-4'&B 16.0 4.0 2.5 0.13 20.0 1.0 20.0 " " " " 80.2 " "
B/N Axis 4-4'&C 16.0 4.0 2.5 0.13 20.0 1.0 20.0 " " " " 80.2 " "
B/N Axis 4-4'&D 16.0 6.5 2.5 0.13 20.0 1.0 20.0 " " " " 130.3 " "
B/N Axis 4-4'&E " " " " " " "
X-BOTTOM 16.0 6.1 4.8 0.10 48.5 1.0 48.5 " " " " 295.8 " "
B/N Axis 1-2&A-B 16.0 6.2 4.8 0.13 37.5 1.0 37.5 " " " " 232.7 " "
B/N Axis 1-2&B-C 16.0 7.2 4.8 0.13 37.5 1.0 37.5 " " " " 270.3 " "
B/N Axis 1-2&C-D 20.0 7.4 4.8 0.10 48.5 1.0 48.5 " " " " " 356.5 "
B/N Axis 1-2&D-E 16.0 6.4 3.8 0.10 39.0 1.0 39.0 " " " " 249.6 " "
B/N Axis 2-3&A-B 16.0 6.2 2.2 0.13 17.5 1.0 17.5 " " " " 108.7 " "
B/N Axis 2-3&B-C 16.0 5.7 1.8 0.13 14.5 1.0 14.5 " " " " 82.4 " "
B/N Axis 2-3&B-C 16.0 7.2 1.8 0.13 14.5 1.0 14.5 " " " " 104.1 " "
B/N Axis 2-3&C-D 16.0 8.8 1.8 0.10 18.5 1.0 18.5 " " " " 163.0 " "
B/N Axis 2-3&D-E 16.0 6.2 1.8 0.13 14.5 1.0 14.5 " " " " 89.7 " "
16.0 3.4 3.8 0.10 39.0 1.0 39.0 " " " " 131.6 " "
B/N Axis 2-3&E-E' 20.0 6.6 6.9 0.12 58.5 1.0 58.5 " " " " " 386.1 "
B/N Axis 3-4&A-B 16.0 6.2 6.8 0.13 53.3 1.0 53.3 " " " " 330.5 " "
B/N Axis 3-4&B-C 16.0 7.2 6.8 0.13 53.3 1.0 53.3 " " " " 383.8 " "
B/N Axis 3-4&C-D 16.0 6.2 6.8 0.13 53.3 1.0 53.3 " " " " 330.5 " "
B/N Axis 3-4&D-E 16.0 4.3 6.8 0.13 53.3 1.0 53.3 " " " " 228.4 " "
B/N Axis 3-4&E-E' 20.0 6.6 1.6 0.12 14.3 1.0 14.3 " " " " " 94.6 "
B/N Axis 4-4'&A-B 16.0 6.2 2.1 0.13 17.4 1.0 17.4 " " " " 107.8 " "
B/N Axis 4-4'&B-C 16.0 7.2 2.1 0.13 17.4 1.0 17.4 " " " " 125.2 " "
B/N Axis 4-4'&C-D 16.0 6.2 2.1 0.13 17.4 1.0 17.4 " " " " 107.8 " "
B/N Axis 4-4'&D-E 24.0 4.5 2.1 0.13 17.4 1.0 17.4 " " " " " " 78.6
B/N Axis 4-4'&E-E' 1.0 0.0 " " " " " " "
y axis bottom 16.0 2.4 5.8 0.13 45.6 1.0 45.6 " " " " 109.5 " "
B/N Axis 1&A-B 16.0 2.4 5.5 0.13 43.3 1.0 43.3 " " " " 103.9 " "
B/N Axis 1&B-C 16.0 2.4 6.5 0.13 51.0 1.0 51.0 " " " " 122.4 " "
B/N Axis 1&C-D 16.0 2.4 7.1 0.10 71.5 1.0 71.5 " " " " 171.6 " "
B/N Axis 1&D-E' 16.0 4.0 5.8 0.13 45.6 1.0 45.6 " " " " 182.5 " "
B/N Axis 2&A-B 20.0 4.0 5.0 0.10 51.0 1.0 51.0 " " " " " 204.0 "
B/N Axis 2&B-C 16.0 2.4 3.5 0.13 27.9 1.0 27.9 " " " " 67.0 " "
B/N Axis 2&C-D 24.0 4.0 3.0 0.13 24.1 1.0 24.1 " " " " " " 96.3
B/N Axis 2&C-D 16.0 5.5 3.5 0.13 27.9 1.0 27.9 " " " " 153.6 " "
B/N Axis 2&D-E 16.0 4.0 3.0 0.13 24.1 1.0 24.1 " " " " 96.3 " "
B/N Axis 2&E-E' 16.0 4.0 6.6 0.10 67.0 1.0 67.0 " " " " 268.0 " "
B/N Axis 3&A-B 20.0 4.0 5.4 0.10 55.0 1.0 55.0 " " " " " 220.0 "
B/N Axis 3&B-C 24.0 2.4 4.3 0.13 34.0 1.0 34.0 " " " " " " 81.6
B/N Axis 3&C-D 24.0 4.0 2.7 0.13 21.5 1.0 21.5 " " " " " " 85.8
16.0 4.0 5.6 0.13 43.7 1.0 43.7 " " " " 174.8 " "
B/N Axis 3&D-E 16.0 4.0 3.5 0.13 27.9 1.0 27.9 " " " " 111.7 " "
B/N Axis 3&E-E' 16.0 5.0 6.3 0.13 49.1 1.0 49.1 " " " " 245.4 " "
B/N Axis 4&A-B 16.0 6.0 5.5 0.10 56.0 1.0 56.0 " " " " 336.0 " "
B/N Axis 4&B-C 16.0 6.0 6.5 0.10 66.0 1.0 66.0 " " " " 396.0 " "
B/N Axis 4&C-D 16.0 6.0 6.0 0.10 61.0 1.0 61.0 " " " " 366.0 " "
B/N Axis 4&D-E 16.0 6.0 4.2 0.13 33.5 1.0 33.5 " " " " 200.8 " "
B/N Axis 4&E-E' 0.0 " " " " " " "
Y TOP 20.0 6.1 4.8 0.12 40.6 1.0 40.6 " " " " " 247.6 "
B/N Axis 1-2&A-B 20.0 6.1 4.8 0.12 41.0 1.0 41.0 " " " " " 250.1 "
B/N Axis 1-2&B-C 20.0 5.8 3.5 0.12 30.2 1.0 30.2 " " " " " 173.5 "
B/N Axis 1-2&C-D 20.0 6.1 2.3 0.12 20.2 1.0 20.2 " " " " " 123.0 "
24.0 6.1 6.0 0.13 47.2 1.0 47.2 " " " " " " 287.6
B/N Axis 1-2&D-E' 16.0 3.9 0.5 0.13 4.8 1.0 4.8 " " " " 19.1 " "
B/N Axis 2-3&A-A' 16.0 5.2 4.9 0.13 38.7 1.0 38.7 " " " " 201.2 " "
B/N Axis 2-3&A-B 16.0 5.2 4.9 0.13 38.7 1.0 38.7 " " " " 201.2 " "
B/N Axis 2-3&B-C 16.0 2.8 3.5 0.13 28.2 1.0 28.2 " " " " 77.6 " "
B/N Axis 2-3&C-D 16.0 5.2 2.4 0.13 19.2 1.0 19.2 " " " " 99.6 " "
16.0 5.2 4.8 0.13 37.9 1.0 37.9 " " " " 197.2 " "
B/N Axis 2-3&D-E 16.0 5.2 2.1 0.13 17.2 1.0 17.2 " " " " 88.7 " "
B/N Axis 2-3&E-E' 16.0 9.8 4.8 0.13 37.5 1.0 37.5 " " " " 366.0 " "
B/N Axis 3-4'&A-B 16.0 9.5 0.5 0.13 4.8 1.0 4.8 " " " " 45.8 " "
B/N Axis 3-4'&A-A' 16.0 10.3 4.8 0.10 49.0 1.0 49.0 " " " " 503.5 " "
B/N Axis 3-4'&B-C 16.0 10.3 5.8 0.10 59.0 1.0 59.0 " " " " 606.2 " "
B/N Axis 3-4&C-D 16.0 10.3 5.5 0.13 43.3 1.0 43.3 " " " " 445.0 " "
B/N Axis 3-4'&D-E 16.0 10.3 3.3 0.13 26.4 1.0 26.4 " " " " 271.1 " "
B/N Axis 3-4'&E-E' " " " " " "
 Distribution bar 8.0 2.5 2.5 0.25 11.1 10.0 110.8 279.2 " " " " "
X direction b/n axis 3 - 4, A - E 8.0 1.7 1.7 0.25 7.6 9.0 68.4 112.9 " " " " "
X direction b/n axis 2 - 3, A - E 8.0 2.0 2.0 0.25 8.8 1.0 8.8 17.2 " " " " "
X direction b/n axis 2 - 3, A - E 8.0 2.0 1.5 0.25 7.0 8.0 56.0 109.2 " " " " "
X direction b/n axis 1 - 2, A - E 8.0 2.0 2.0 0.25 8.0 8.0 64.0 124.8 " " " " "
Y direction b/n axis A - B, 1 - 4 8.0 1.9 2.0 0.25 8.8 8.0 70.4 133.8 " " " " "
Y direction b/n axis B - C, 1 - 4 8.0 2.5 2.5 0.25 11.0 8.0 88.0 220.0 " " " " "
Y direction b/n axis C - D, 1 - 4 8.0 1.9 2.0 0.25 9.0 8.0 72.0 136.8 " " " " "
Y direction b/n axis D - E, 1 - 4 8.0 1.0 1.0 0.25 5.0 5.0 25.0 25.0 " " " " "
Y direction b/n axis D - E', 2 - 4 " " " " " "
MAT BEAM 20.0 6.0 5.0 1.0 5.0 " " " " " 30.0 "
beam on axis 1( Top) 20.0 7.0 5.0 1.0 5.0 " " " " " 35.0 "
20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
20.0 7.5 5.0 1.0 5.0 " " " " " 37.5 "
20.0 10.0 5.0 1.0 5.0 " " " " " 50.0 "
bottom 20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
20.0 12.0 5.0 1.0 5.0 " " " " " 60.0 "
12.0 3.8 14.7 0.15 98.7 2.0 197.5 " " 750.4 " " " "
Stirrup(A-D) SECTION 1-1 12.0 0.8 14.7 0.15 98.7 1.0 98.7 " " 79.0 " " " "
12.0 3.8 8.2 0.20 42.0 2.0 84.0 " " 319.2 " " " "
Stirrup(A-D) SECTION 1-1 12.0 0.8 8.2 0.20 42.0 1.0 42.0 " " 33.6 " " " "
14.0 25.0 1.00 1.0 2.0 2.0 " " " 50.0 " " "
middle distrbution 24.0 6.0 7.0 1.0 7.0 " " " " " " 42.0
beam on axis 2( Top) 20.0 7.0 5.0 1.0 5.0 " " " " " 35.0 "
20.0 8.0 4.0 1.0 4.0 " " " " " 32.0 "
24.0 9.0 10.0 1.0 10.0 " " " " " " 90.0
24.0 4.0 6.0 1.0 6.0 " " " " " " 24.0
negative 24.0 4.0 12.0 1.0 12.0 " " " " " " 48.0
24.0 4.0 6.0 1.0 6.0 " " " " " " 24.0
20.0 3.5 3.0 1.0 3.0 " " " " " 10.5 "
20.0 4.0 2.0 1.0 2.0 " " " " " 8.0 "
20.0 4.0 2.0 1.0 2.0 " " " " " 8.0 "
20.0 12.0 5.0 1.0 5.0 " " " " " 60.0 "
20.0 10.5 5.0 1.0 5.0 " " " " " 52.5 "
bottom 20.0 7.5 5.0 1.0 5.0 " " " " " 37.5 "
20.0 7.0 5.0 1.0 5.0 " " " " " 35.0 "
20.0 7.5 5.0 1.0 5.0 " " " " " 37.5 "
12.0 3.8 14.0 0.15 94.3 2.0 188.7 " " 716.9 " " " "
 Stirrup(A-E') 12.0 0.8 14.0 0.15 94.3 1.0 94.3 " " 75.5 " " " "
12.0 3.8 8.5 0.20 43.5 2.0 87.0 " " 330.6 " " " "
Stirrup(A-C,D-E) SECTION 2-2 12.0 0.8 8.5 0.20 43.5 1.0 43.5 " " 34.8 " " " "
14.0 24.0 2.0 2.0 4.0 " " " 96.0 " " "
middle distrbution 24.0 7.0 9.0 1.0 9.0 " " " " " " 63.0
beam on axis 3( Top) 20.0 7.0 6.0 1.0 6.0 " " " " " 42.0 "
20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
20.0 6.0 6.0 1.0 6.0 " " " " " 36.0 "
24.0 4.0 13.0 1.0 13.0 " " " " " " 52.0
24.0 4.0 9.0 1.0 9.0 " " " " " " 36.0
negative 20.0 4.0 16.0 1.0 16.0 " " " " " 64.0 "
24.0 4.0 9.0 1.0 9.0 " " " " " " 36.0
24.0 3.5 9.0 1.0 9.0 " " " " " " 31.5
24.0 4.0 13.0 1.0 13.0 " " " " " " 52.0
20.0 4.0 3.0 1.0 3.0 " " " " " 12.0 "
20.0 6.0 2.0 1.0 2.0 " " " " " 12.0 "
20.0 11.0 5.0 1.0 5.0 " " " " " 55.0 "
bottom 20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
20.0 7.0 5.0 1.0 5.0 " " " " " 35.0 "
20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
12.0 3.8 3.2 0.15 22.1 2.0 44.2 " " 168.0 " " " "
Stirrup(A-B) SECTION 6-6 12.0 3.8 3.2 0.15 22.3 2.0 44.7 " " 169.7 " " " "
Stirrup(B-C) SECTION 7-7 12.0 3.8 3.9 0.15 26.8 2.0 53.6 " " 203.5 " " " "
Stirrup(C-D) SECTION 1-1 12.0 3.8 3.2 0.15 22.3 2.0 44.7 " " 169.7 " " " "
Stirrup(D-E) SECTION 8-8 12.0 3.8 1.6 0.15 11.7 2.0 23.3 " " 88.7 " " " "
Stirrup(E-E') SECTION 9-9 12.0 0.8 3.2 0.15 22.1 1.0 22.1 " " 17.7 " " " "
Stirrup(A-B) SECTION 6-6 12.0 0.8 3.2 0.15 22.3 1.0 22.3 " " 17.9 " " " "
Stirrup(B-C) SECTION 7-7 12.0 0.8 3.9 0.15 26.8 1.0 26.8 " " 21.4 " " " "
Stirrup(C-D) SECTION 1-1 12.0 0.8 3.2 0.15 22.3 1.0 22.3 " " 17.9 " " " "
Stirrup(D-E) SECTION 8-8 12.0 0.8 1.6 0.15 11.7 1.0 11.7 " " 9.3 " " " "
Stirrup(E-E') SECTION 9-9 12.0 3.8 1.6 0.20 8.9 2.0 17.8 " " 67.8 " " " "
Stirrup(A-B) SECTION 6-6 12.0 3.8 1.6 0.20 9.0 2.0 18.0 " " 68.4 " " " "
Stirrup(B-C) SECTION 7-7 12.0 3.8 1.9 0.20 10.7 2.0 21.3 " " 81.1 " " " "
Stirrup(C-D) SECTION 1-1 12.0 3.8 1.6 0.20 9.0 2.0 18.0 " " 68.4 " " " "
Stirrup(D-E) SECTION 8-8 12.0 3.8 0.8 0.20 5.0 2.0 10.0 " " 38.0 " " " "
Stirrup(E-E') SECTION 9-9 12.0 0.8 1.6 0.20 8.9 1.0 8.9 " " 7.1 " " " "
Stirrup(A-B) SECTION 6-6 12.0 0.8 1.6 0.20 9.0 1.0 9.0 " " 7.2 " " " "
Stirrup(B-C) SECTION 7-7 12.0 0.8 1.9 0.20 10.7 1.0 10.7 " " 8.5 " " " "
Stirrup(C-D) SECTION 1-1 12.0 0.8 1.6 0.20 9.0 1.0 9.0 " " 7.2 " " " "
Stirrup(D-E) SECTION 8-8 12.0 0.8 0.8 0.20 5.0 1.0 5.0 " " 4.0 " " " "
Stirrup(E-E') SECTION 9-9 "
14.0 12.0 12.0 2.0 24.0 " " " 288.0 " " "
middle distrbution 14.0 9.0 9.0 2.0 18.0 " " " 162.0 " " "
middle distrbution 20.0 9.8 5.0 1.0 5.0 " " " " " 49.1 "
beam on axis A( Top) 20.0 11.0 5.0 1.0 5.0 " " " " " 55.0 "
20.0 7.0 5.0 1.0 5.0 " " " " " 35.0 "
 bottom 20.0 7.5 5.0 1.0 5.0 " " " " " 37.5 "
20.0 10.0 5.0 1.0 5.0 " " " " " 50.0 "
12.0 3.8 11.1 0.15 75.0 2.0 150.0 " " 570.0 " " " "
Stirrup(3'-1) SECTION 1-1 12.0 0.8 11.1 0.15 75.0 2.0 150.0 " " 120.0 " " " "
12.0 3.8 6.5 0.20 33.5 2.0 67.0 " " 254.6 " " " "
Stirrup(3'-1) SECTION 1-1 12.0 0.8 6.5 0.20 33.5 2.0 67.0 " " 53.6 " " " "
14.0 12.0 1.0 1.00 12.0 2.0 24.0 " " " 288.0 " " "
middle distrbution 14.0 8.0 8.0 2.0 16.0 " " " 128.0 " " "
middle distrbution 24.0 7.0 6.0 1.0 6.0 " " " " " " 42.0
beam on axis 4( Top) 20.0 7.0 5.0 1.0 5.0 " " " " " 35.0 "
20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
20.0 7.0 5.0 1.0 5.0 " " " " " 35.0 "
24.0 5.0 6.0 1.0 6.0 " " " " " " 30.0
24.0 4.0 6.0 1.0 6.0 " " " " " " 24.0
negative 20.0 4.0 4.0 1.0 4.0 " " " " " 16.0 "
20.0 4.0 4.0 1.0 4.0 " " " " " 16.0 "
20.0 4.0 6.0 1.0 6.0 " " " " " 24.0 "
24.0 4.0 6.0 1.0 6.0 " " " " " " 24.0
20.0 3.5 2.0 1.0 2.0 " " " " " 7.0 "
20.0 4.0 2.0 1.0 2.0 " " " " " 8.0 "
20.0 11.0 5.0 1.0 5.0 " " " " " 55.0 "
bottom 20.0 7.5 5.0 1.0 5.0 " " " " " 37.5 "
20.0 7.5 5.0 1.0 5.0 " " " " " 37.5 "
20.0 9.0 5.0 1.0 5.0 " " " " " 45.0 "
12.0 3.8 3.2 0.15 22.1 2.0 44.2 " " 168.0 " " " "
Stirrup(A-B) SECTION 10-10 12.0 3.8 3.2 0.15 22.3 2.0 44.7 " " 169.7 " " " "
Stirrup(B-C) SECTION 11-11 12.0 3.8 3.9 0.15 26.8 2.0 53.6 " " 203.5 " " " "
Stirrup(C-D) SECTION 12-12 12.0 3.8 3.2 0.15 22.3 2.0 44.7 " " 169.7 " " " "
Stirrup(D-E) SECTION 13-13 12.0 3.8 2.5 0.15 17.5 2.0 35.1 " " 133.3 " " " "
Stirrup(E-E') SECTION 10-10 12.0 0.8 3.2 0.15 22.1 1.0 22.1 " " 17.7 " " " "
Stirrup(A-B) SECTION 10-10 12.0 0.8 3.2 0.15 22.3 1.0 22.3 " " 17.9 " " " "
Stirrup(B-C) SECTION 11-11 12.0 0.8 3.9 0.15 26.8 1.0 26.8 " " 21.4 " " " "
Stirrup(C-D) SECTION 12-12 12.0 0.8 3.2 0.15 22.3 1.0 22.3 " " 17.9 " " " "
Stirrup(D-E) SECTION 13-13 12.0 0.8 2.5 0.15 17.5 1.0 17.5 " " 14.0 " " " "
Stirrup(E-E') SECTION 10-10 12.0 3.8 1.6 0.20 8.9 2.0 17.8 " " 67.8 " " " "
Stirrup(A-B) SECTION 10-10 12.0 3.8 1.6 0.20 9.0 2.0 18.0 " " 68.4 " " " "
Stirrup(B-C) SECTION 11-11 12.0 3.8 1.9 0.20 10.7 2.0 21.3 " " 81.1 " " " "
Stirrup(C-D) SECTION 12-12 12.0 3.8 1.6 0.20 9.0 2.0 18.0 " " 68.4 " " " "
Stirrup(D-E) SECTION 13-13 12.0 3.8 1.2 0.20 7.2 2.0 14.4 " " 54.7 " " " "
Stirrup(E-E') SECTION 10-10 12.0 0.8 1.6 0.20 8.9 1.0 8.9 " " 7.1 " " " "
Stirrup(A-B) SECTION 10-10 12.0 0.8 1.6 0.20 9.0 1.0 9.0 " " 7.2 " " " "
Stirrup(B-C) SECTION 11-11 12.0 0.8 1.9 0.20 10.7 1.0 10.7 " " 8.5 " " " "
Stirrup(C-D) SECTION 12-12 12.0 0.8 1.6 0.20 9.0 1.0 9.0 " " 7.2 " " " "
Stirrup(D-E) SECTION 13-13 12.0 0.8 1.2 0.20 7.2 1.0 7.2 " " 5.8 " " " "
Stirrup(E-E') SECTION 10-10 14.0 12.0 12.0 2.0 24.0 " " " 288.0 " " "
 middle distrbution 14.0 10.0 10.0 2.0 20.0 " " " 200.0 " " "
middle distrbution 24.0 10.5 5.0 1.0 5.0 " " " " " " 52.5
beam on axis B( Top) 20.0 6.0 5.0 1.0 5.0 " " " " " 30.0 "
24.0 6.0 7.0 1.0 7.0 " " " " " " 42.0
24.0 4.0 4.0 1.0 4.0 " " " " " " 16.0
negative 24.0 4.0 4.0 1.0 4.0 " " " " " " 16.0
24.0 6.0 10.0 1.0 10.0 " " " " " " 60.0
"
24.0 4.0 6.0 1.0 6.0 " " " " " " 24.0
20.0 3.5 3.0 1.0 3.0 " " " " " 10.5 "
20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
bottom 20.0 7.5 5.0 1.0 5.0 " " " " " 37.5 "
20.0 10.0 5.0 1.0 5.0 " " " " " 50.0 "
12.0 3.8 5.8 0.15 39.7 2.0 79.3 " " 301.5 " " " "
Stirrup(4'-3) SECTION 14-14 12.0 3.8 2.5 0.15 17.9 2.0 35.8 " " 136.0 " " " "
Stirrup(2-3) SECTION 1-1 12.0 3.8 3.2 0.15 22.1 2.0 44.2 " " 168.0 " " " "
Stirrup(2-1) SECTION 2-2 12.0 0.8 5.8 0.15 39.7 1.0 39.7 " " 31.7 " " " "
Stirrup(4'-3) SECTION 14-14 12.0 0.8 2.5 0.15 17.9 1.0 17.9 " " 14.3 " " " "
Stirrup(2-3) SECTION 1-1 12.0 0.8 3.2 0.15 22.1 1.0 22.1 " " 17.7 " " " "
Stirrup(2-1) SECTION 2-2 12.0 3.8 2.9 0.20 15.5 2.0 31.0 " " 117.8 " " " "
Stirrup(4'-3) SECTION 14-14 12.0 3.8 1.3 0.20 7.3 2.0 14.7 " " 55.7 " " " "
Stirrup(2-3) SECTION 1-1 12.0 3.8 1.6 0.20 8.9 2.0 17.8 " " 67.8 " " " "
Stirrup(2-1) SECTION 2-2 12.0 0.8 2.9 0.20 15.5 1.0 15.5 " " 12.4 " " " "
Stirrup(4'-3) SECTION 14-14 12.0 0.8 1.3 0.20 7.3 1.0 7.3 " " 5.9 " " " "
Stirrup(2-3) SECTION 1-1 12.0 0.8 1.6 0.20 8.9 1.0 8.9 " " 7.1 " " " "
Stirrup(2-1) SECTION 2-2 " " " " " " "
14.0 12.0 12.0 2.0 24.0 " " " 288.0 " " "
middle distrbution 14.0 8.0 8.0 2.0 16.0 " " " 128.0 " " "
middle distrbution 24.0 10.5 7.0 1.0 7.0 " " " " " " 73.5
beam on axis C( Top) 20.0 6.0 5.0 1.0 5.0 " " " " " 30.0 "
24.0 6.0 7.0 1.0 7.0 " " " " " " 42.0
24.0 4.0 7.0 1.0 7.0 " " " " " " 28.0
negative 24.0 4.0 6.0 1.0 6.0 " " " " " " 24.0
24.0 6.0 14.0 1.0 14.0 " " " " " " 84.0
20.0 4.0 2.0 1.0 2.0 " " " " " 8.0 "
24.0 3.5 5.0 1.0 5.0 " " " " " " 17.5
20.0 12.0 5.0 1.0 5.0 " " " " " 60.0 "
20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
 bottom 20.0 7.5 5.0 1.0 5.0 " " " " " 37.5 "
20.0 10.0 5.0 1.0 5.0 " " " " " 50.0 "
12.0 3.8 6.0 0.15 40.7 2.0 81.4 " " 309.2 " " " "
Stirrup(4'-3) SECTION 2-2 12.0 3.8 1.2 0.15 8.8 2.0 17.6 " " 66.7 " " " "
Stirrup(2-3) SECTION 15-15 12.0 3.8 3.2 0.15 22.1 2.0 44.2 " " 168.0 " " " "
Stirrup(2-1) SECTION 16-16 12.0 0.8 6.0 0.15 40.7 1.0 40.7 " " 32.6 " " " "
Stirrup(4'-3) SECTION 2-2 12.0 0.8 1.2 0.15 8.8 1.0 8.8 " " 7.0 " " " "
Stirrup(2-3) SECTION 15-15 12.0 0.8 3.2 0.15 22.1 1.0 22.1 " " 17.7 " " " "
Stirrup(2-1) SECTION 16-16 12.0 3.8 3.0 0.20 15.9 2.0 31.8 " " 120.7 " " " "
Stirrup(4'-3) SECTION 2-2 12.0 3.8 0.6 0.20 3.9 2.0 7.8 " " 29.8 " " " "
Stirrup(2-3) SECTION 15-15 12.0 3.8 1.6 0.20 8.9 2.0 17.8 " " 67.8 " " " "
Stirrup(2-1) SECTION 16-16 12.0 0.8 3.0 0.20 15.9 1.0 15.9 " " 12.7 " " " "
Stirrup(4'-3) SECTION 2-2 12.0 0.8 0.6 0.20 3.9 1.0 3.9 " " 3.1 " " " "
Stirrup(2-3) SECTION 15-15 12.0 0.8 1.6 0.20 8.9 1.0 8.9 " " 7.1 " " " "
Stirrup(2-1) SECTION 16-16 14.0 12.0 12.0 2.0 24.0 " " " 288.0 " " "
middle distrbution 14.0 8.0 8.0 2.0 16.0 " " " 128.0 " " "
middle distrbution 24.0 11.0 5.0 1.0 5.0 " " " " " " 55.0
beam on axis D( Top) 20.0 6.0 5.0 1.0 5.0 " " " " " 30.0 "
24.0 6.0 9.0 1.0 9.0 " " " " " " 54.0
24.0 4.0 4.0 1.0 4.0 " " " " " " 16.0
negative 24.0 3.0 9.0 1.0 9.0 " " " " " " 27.0
24.0 6.0 15.0 1.0 15.0 " " " " " " 90.0
20.0 4.0 2.0 1.0 2.0 " " " " " 8.0 "
24.0 3.5 4.0 1.0 4.0 " " " " " " 14.0
20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
bottom 20.0 7.5 5.0 1.0 5.0 " " " " " 37.5 "
20.0 10.0 5.0 1.0 5.0 " " " " " 50.0 "
12.0 3.8 6.0 0.15 40.7 2.0 81.4 " " 309.2 " " " "
Stirrup(4'-3) SECTION 14-14 12.0 3.8 2.5 0.15 17.9 2.0 35.8 " " 136.0 " " " "
Stirrup(2-3) SECTION 15-15 12.0 3.8 3.2 0.15 22.1 2.0 44.2 " " 168.0 " " " "
Stirrup(2-1) SECTION 6-6 12.0 0.8 6.0 0.15 40.7 1.0 40.7 " " 32.6 " " " "
Stirrup(4'-3) SECTION 14-14 12.0 0.8 2.5 0.15 17.9 1.0 17.9 " " 14.3 " " " "
Stirrup(2-3) SECTION 15-15 12.0 0.8 3.2 0.15 22.1 1.0 22.1 " " 17.7 " " " "
Stirrup(2-1) SECTION 6-6 12.0 3.8 3.0 0.20 15.9 2.0 31.8 " " 120.7 " " " "
Stirrup(4'-3) SECTION 14-14 12.0 3.8 1.3 0.20 7.3 2.0 14.7 " " 55.7 " " " "
Stirrup(2-3) SECTION 15-15 12.0 3.8 1.6 0.20 8.9 2.0 17.8 " " 67.8 " " " "
Stirrup(2-1) SECTION 6-6 12.0 0.8 3.0 0.20 15.9 1.0 15.9 " " 12.7 " " " "
Stirrup(4'-3) SECTION 14-14 12.0 0.8 1.3 0.20 7.3 1.0 7.3 " " 5.9 " " " "
Stirrup(2-3) SECTION 15-15 12.0 0.8 1.6 0.20 8.9 1.0 8.9 " " 7.1 " " " "
Stirrup(2-1) SECTION 6-6 0.0 " " " " " " "
14.0 12.0 12.0 2.0 24.0 " " " 288.0 " " "
 middle distrbution 14.0 8.0 8.0 2.0 16.0 " " " 128.0 " " "
middle distrbution 20.0 6.1 5.0 1.0 5.0 " " " " " 30.5 "
beam on axis E'( Top) 20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
12.0 3.8 3.2 0.15 22.1 2.0 44.2 " " 168.0 " " " "
Stirrup(2-1) SECTION 1-1 12.0 0.8 3.2 0.15 22.1 1.0 22.1 " " 17.7 " " " "
12.0 3.8 1.6 0.20 8.9 2.0 17.8 " " 67.8 " " " "
Stirrup(2-1) SECTION 1-1 12.0 0.8 1.6 0.20 8.9 1.0 8.9 " " 7.1 " " " "
14.0 0.8 0.8 2.0 1.6 " " " 1.3 " " "
middle distrbution 14.0 5.0 5.0 2.0 10.0 " " " 50.0 " " "
middle distrbution 20.0 5.0 5.0 1.0 5.0 " " " " " 25.0 "
beam on axis F( Top) 20.0 12.0 5.0 1.0 5.0 " " " " " 60.0 "
20.0 9.0 5.0 1.0 5.0 " " " " " 45.0 "
bottom 20.0 10.0 5.0 1.0 5.0 " " " " " 50.0 "
12.0 3.8 8.5 0.15 57.6 2.0 115.2 " " 437.6 " " " "
Stirrup(2-4') SECTION 1-1 12.0 0.8 8.5 0.15 57.6 1.0 57.6 " " 46.1 " " " "
12.0 3.8 4.2 0.20 22.2 2.0 44.4 " " 168.8 " " " "
Stirrup(2-4') SECTION 1-1 12.0 0.8 4.2 0.20 22.2 1.0 22.2 " " 17.8 " " " "
14.0 15.0 15.0 2.0 30.0 " " " 450.0 " " "
middle distrbution 20.0 10.5 5.0 1.0 5.0 " " " " " 52.5 "
beam on axis E( Top) 20.0 6.0 5.0 1.0 5.0 " " " " " 30.0 "
20.0 4.0 7.0 1.0 7.0 " " " " " 28.0 "
negative 20.0 3.0 5.0 1.0 5.0 " " " " " 15.0 "
24.0 6.0 7.0 1.0 7.0 " " " " " " 42.0
24.0 4.0 7.0 1.0 7.0 " " " " " " 28.0
20.0 8.0 5.0 1.0 5.0 " " " " " 40.0 "
bottom 20.0 11.0 5.0 1.0 5.0 " " " " " 55.0 "
12.0 3.8 8.5 0.15 57.6 2.0 115.2 " " 437.6 " " " "
Stirrup(4'-2) SECTION 7-7 12.0 0.8 8.5 0.15 57.6 2.0 115.2 " " 92.1 " " " "
12.0 3.8 4.2 0.20 22.2 2.0 44.4 " " 168.8 " " " "
Stirrup(4'-2) SECTION 7-7 12.0 0.8 4.2 0.20 22.2 2.0 44.4 " " 35.5 " " " "
14.0 0.8 4.0 0.0 " " " 0.0 " " "
14.0 12.0 1.0 0.0 " " " 0.0 " " "
 middle distrbution 14.0 2.0 1.0 0.0 " " " 0.0 " " "
middle distrbution 1.0 0.0 " " " " " " "
Chair bar OR RE BAR SPACER 14.0 2.0 22.6 1.00 23.6 1.0 23.6 " " " 47.1 " " "
B/N Axis 1-2&A-B 14.0 2.0 22.8 1.00 23.8 1.0 23.8 " " " 47.6 " " "
B/N Axis 1-2&B-C 14.0 2.0 27.6 1.00 28.6 1.0 28.6 " " " 57.1 " " "
B/N Axis 1-2&C-D 14.0 2.0 28.5 1.00 29.5 1.0 29.5 " " " 59.0 " " "
B/N Axis 1-2&D-E 14.0 2.0 18.1 1.00 19.1 1.0 19.1 " " " 38.1 " " "
B/N Axis 2-3&A-B 14.0 2.0 17.9 1.00 18.9 1.0 18.9 " " " 37.7 " " "
B/N Axis 2-3&B-C 14.0 2.0 6.1 1.00 7.1 1.0 7.1 " " " 14.2 " " "
B/N Axis 2-3&C-D 14.0 2.0 8.7 1.00 9.7 1.0 9.7 " " " 19.5 " " "
14.0 2.0 18.2 1.00 19.2 1.0 19.2 " " " 38.5 " " "
B/N Axis 2-3&D-E 14.0 2.0 7.6 1.00 8.6 1.0 8.6 " " " 17.3 " " "
B/N Axis 2-3&E-E' 14.0 2.0 32.3 1.00 33.3 1.0 33.3 " " " 66.6 " " "
B/N Axis 3-4&A-B 14.0 2.0 32.6 1.00 33.6 1.0 33.6 " " " 67.3 " " "
B/N Axis 3-4&B-C 14.0 2.0 39.4 1.00 40.4 1.0 40.4 " " " 80.9 " " "
B/N Axis 3-4&C-D 14.0 2.0 32.6 1.00 33.6 1.0 33.6 " " " 67.3 " " "
B/N Axis 3-4&D-E 14.0 2.0 20.3 1.00 21.3 1.0 21.3 " " " 42.6 " " "
B/N Axis 3-4&E-E' 14.0 2.0 7.6 1.00 8.6 1.0 8.6 " " " 17.2 " " "
B/N Axis 4-4'&A-B 14.0 2.0 10.1 1.00 11.1 1.0 11.1 " " " 22.3 " " "
B/N Axis 4-4'&B-C 14.0 2.0 12.3 1.00 13.3 1.0 13.3 " " " 26.7 " " "
B/N Axis 4-4'&C-D 14.0 2.0 10.2 1.00 11.2 1.0 11.2 " " " 22.4 " " "
B/N Axis 4-4'&D-E 14.0 2.0 6.7 1.00 7.7 1.0 7.7 " " " 15.5 " " "
B/N Axis 4-4'&E-E' 1.0 0.0 " " " " " " "
Liftshaft PIT 20.0 8.7 3.6 0.10 37.0 1.0 37.0 " " " " " 321.9 "
y 20.0 7.4 4.9 0.10 50.0 1.0 50.0 " " " " " 370.0 "
x 0.0 " " " " " " "
mat Retaining Wall 0.0 " " " " " " "
On Axis 4' b/n Axis A -D 12.0 2.3 22.6 0.10 227.0 2.0 454.0 " " 1044.2 " " " "
Vertical bar 0.0 " " " " " " "
Horizontal 10.0 12.0 0.8 0.20 5.0 2.0 10.0 " 120.0 " " " " "
10.0 12.0 0.8 0.20 5.0 2.0 10.0 " 120.0 " " " " "
0.0 " " " " " " "
On Axis A b/n Axis 1 -4 12.0 2.3 4.2 0.10 43.0 2.0 86.0 " " 197.8 " " " "
Vertical bar 0.0 " " " " " " "
On Axis E' b/n Axis 1 - 3 & 4-4' 12.0 2.3 4.9 0.10 50.4 2.0 100.8 " " 231.9 " " " "
Vertical bar 0.0 " " " " " " "
On Axis E b/n Axis 1 - 2 & 4-4' 12.0 2.3 3.8 0.10 38.5 38.5 1482.3 " " 3409.2 " " " "
Vertical bar 0.0 " " " " " " "
basement Retaning wall 0.0 " " " " " " "
VERTICAL 12.0 3.0 1.9 0.10 20.0 2.0 40.0 " " 120.0 " " " "
on axia A B/N 3'-4' 12.0 3.0 4.7 0.10 48.1 2.0 96.2 " " 288.6 " " " "
on axia A B/N 1-2' 12.0 3.0 1.9 0.10 20.0 2.0 40.0 " " 120.0 " " " "
on axia A B/N 2-2' 12.0 3.0 22.9 0.10 229.5 2.0 459.0 " " 1377.0 " " " "
on axia 4'&A-E 12.0 3.0 3.7 0.10 37.5 2.0 75.0 " " 225.0 " " " "
on axia E&3'-4' 1.0 0.0 " " " " " " "
 Horizontal 12.0 7.4 2.5 0.20 13.4 2.0 26.7 " " 196.5 " " " "
on axia A & 1-2' 12.0 2.5 2.5 0.20 13.4 2.0 26.7 " " 66.8 " " "
on axia A&2-3' 12.0 2.5 2.5 0.20 13.4 2.0 26.7 " " 66.8 " " " "
on axia A&3'-4' 12.0 11.7 2.5 0.20 13.4 4.0 53.4 " " 626.1 " " " "
on axia 4'&A-E 12.0 4.3 2.5 0.20 13.4 2.0 26.7 " " 113.5 " " " "
on axia 3'-4&E 16.0 2.9 24.0 3.0 72.0 " " " " 205.2 " "
Mat column C1 16.0 2.9 28.0 3.0 84.0 " " " " 239.4 " "
C2 20.0 3.1 26.0 4.0 104.0 " " " " " 317.2 "
C3 20.0 3.1 20.0 1.0 20.0 " " " " " 61.0 "
C4 16.0 2.9 4.0 1.0 4.0 " " " " 11.4 " "
20.0 3.1 26.0 1.0 26.0 " " " " " 79.3 "
C5 "
Basement floor column 16.0 3.5 24.0 3.0 72.0 " " " " 253.4 " "
column C1 10.0 2.8 1.6 0.10 17.5 3.0 52.4 " 146.7 " " " " "
section a-a 10.0 2.1 1.6 0.10 17.5 6.0 104.8 " 224.3 " " " " "
10.0 1.4 1.6 0.10 17.5 9.0 157.2 " 220.1 " " " " "
10.0 2.8 0.8 0.20 5.1 3.0 15.3 " 43.0 " " " " "
section a-a 10.0 2.1 0.8 0.20 5.1 6.0 30.7 " 65.7 " " " " "
10.0 1.4 0.8 0.20 5.1 9.0 46.1 " 64.5 " " " " "
16.0 3.5 28.0 3.0 84.0 " " " " 295.7 " "
C2 10.0 3.0 1.6 0.10 17.5 3.0 52.4 " 157.2 " " " " "
section c-c 10.0 2.2 1.6 0.10 17.5 6.0 104.8 " 228.5 " " " " "
10.0 1.6 1.6 0.10 17.5 9.0 157.2 " 245.2 " " " " "
10.0 3.0 0.8 0.20 5.1 3.0 15.3 " 46.1 " " " " "
section c-c 10.0 2.2 0.8 0.20 5.1 6.0 30.7 " 66.9 " " " " "
10.0 1.6 0.8 0.20 5.1 9.0 46.1 " 71.8 " " " " "
20.0 3.7 26.0 4.0 104.0 " " " " " 386.9 "
C3 10.0 3.6 1.6 0.10 17.5 4.0 69.9 " 251.5 " " " " "
section e-e 10.0 2.7 1.6 0.10 17.5 8.0 139.7 " 371.7 " " " " "
10.0 2.0 1.6 0.10 17.5 12.0 209.6 " 419.2 " " " " "
10.0 0.9 1.6 0.10 17.5 4.0 69.9 " 59.4 " " " " "
10.0 3.6 0.8 0.20 5.1 4.0 20.5 " 73.7 " " " " "
section e-e 10.0 2.7 0.8 0.20 5.1 8.0 40.9 " 108.9 " " " " "
10.0 2.0 0.8 0.20 5.1 12.0 61.4 " 122.8 " " " " "
10.0 0.9 0.8 0.20 5.1 4.0 20.5 " 17.4 " " " " "
20.0 3.7 20.0 1.0 20.0 " " " " " 74.4 "
C4 16.0 3.5 4.0 1.0 4.0 " " " " 14.1 " "
10.0 3.2 1.6 0.10 17.5 1.0 17.5 " 55.9 " " " " "
section h-h 10.0 2.4 1.6 0.10 17.5 2.0 34.9 " 83.1 " " " " "
10.0 1.6 1.6 0.10 17.5 3.0 52.4 " 85.9 " " " " "
10.0 3.2 0.8 0.20 5.1 1.0 5.1 " 16.4 " " " " "
section h-h 10.0 2.4 0.8 0.20 5.1 2.0 10.2 " 24.4 " " " " "
10.0 1.6 0.8 0.20 5.1 3.0 15.3 " 25.2 " " " " "
20.0 3.7 26.0 1.0 26.0 " " " " " 96.7 "
 C5 10.0 4.0 1.6 0.10 17.5 1.0 17.5 " 69.9 " " " " "
section d-d 10.0 2.9 1.6 0.10 17.5 2.0 34.9 " 99.9 " " " " "
10.0 2.1 1.6 0.10 17.5 3.0 52.4 " 107.4 " " " " "
10.0 0.9 1.6 0.10 17.5 1.0 17.5 " 14.8 " " " " "
10.0 4.0 0.8 0.20 5.1 1.0 5.1 " 20.5 " " " " "
section d-d 10.0 2.9 0.8 0.20 5.1 2.0 10.2 " 29.3 " " " " "
10.0 2.1 0.8 0.20 5.1 3.0 15.3 " 31.5 " " " " "
10.0 0.9 0.8 0.20 5.1 1.0 5.1 " 4.3 " " " " "
10.0 0.7 0.20 160.0 8.0 1280.0 " 921.6 " " " " "
shear rein force ment 10.0 0.7 0.20 120.0 4.0 480.0 " 345.6 " " " " "
" " " " " "
Mat sher wall 14.0 2.3 7.5 0.20 38.5 2.0 77.0 " " " 173.3 " " "
sw2 14.0 2.3 6.5 0.20 33.5 2.0 67.0 " " " 150.8 " " "
14.0 2.3 2.0 0.20 11.0 2.0 22.0 " " " 49.5 " " "
14.0 2.3 10.3 0.20 52.3 2.0 104.7 " " " 235.5 " " "
sw3 14.0 2.3 5.3 0.20 27.5 2.0 54.9 " " " 123.6 " " "
sw4 14.0 2.3 4.5 0.20 23.6 2.0 47.2 " " " 106.2 " " "
sw5 14.0 2.3 3.3 0.20 17.5 2.0 35.0 " " " 78.7 " " "
sw6 " " " " " " "
lift shaft 14.0 2.3 7.2 0.20 36.8 2.0 73.5 " " " 165.4 " " "
sw back 14.0 2.3 2.0 0.20 11.0 2.0 22.0 " " " 49.5 " " "
Right 14.0 2.3 2.0 0.20 11.0 2.0 22.0 " " " 49.5 " " "
left 14.0 2.3 4.2 0.20 21.9 2.0 43.9 " " " 98.8 " " "
front 1.0 0.0 " " " " " " "
basemnt shear wall 14.0 3.4 7.5 0.20 38.5 2.0 77.0 " " " 263.3 " " "
vertical sw2 14.0 3.4 5.8 0.20 29.8 2.0 59.5 " " " 203.5 " " "
14.0 3.4 2.0 0.20 11.0 2.0 22.0 " " " 75.2 " " "
14.0 3.4 10.3 0.20 52.3 2.0 104.7 " " " 358.0 " " "
sw3 14.0 3.4 5.2 0.20 27.2 2.0 54.4 " " " 186.0 " " "
sw4 14.0 3.4 4.5 0.20 23.6 2.0 47.2 " " " 161.4 " " "
sw5 14.0 3.4 3.3 0.20 17.5 2.0 35.0 " " " 119.7 " " "
sw6 12.0 8.1 2.5 0.15 17.5 2.0 34.9 " " 281.2 " " " "
Horizontal sw2 8.0 1.1 2.5 0.15 17.5 53.7 937.4 1068.6 " " " " " "
12.0 6.7 2.5 0.15 17.5 2.0 34.9 " " 232.3 " " " "
8.0 1.1 2.5 0.15 17.5 45.3 791.8 902.7 " " " " " "
12.0 4.8 2.5 0.15 17.5 2.0 34.9 " " 167.7 " " " "
8.0 1.1 2.5 0.15 17.5 33.0 576.4 657.1 " " " " " "
12.0 12.0 2.5 0.15 17.5 1.0 17.5 " " 209.6 " " " "
sw3 12.0 8.8 2.5 0.15 17.5 1.0 17.5 " " 153.7 " " " "
12.0 8.2 2.5 0.15 17.5 1.0 17.5 " " 142.9 " " " "
8.0 1.1 2.5 0.15 17.5 69.7 1216.8 1387.2 " " " " " "
12.0 11.5 2.5 0.15 17.5 1.0 17.5 " " 201.6 " " " "
sw4 8.0 1.2 2.5 0.15 17.5 36.0 628.8 779.7 " " " " " "
12.0 10.0 2.5 0.15 17.5 1.0 17.5 " " 174.5 " " " "
sw5 8.0 1.2 2.5 0.15 17.5 31.0 541.5 671.4 " " " " " "
12.0 7.1 2.5 0.15 17.5 1.0 17.5 " " 124.0 " " " "
 sw6 8.0 1.2 2.5 0.15 17.5 22.7 395.9 490.9 " " " " " "
12.0 1.2 60.0 0.15 401.0 1.0 401.0 " " 477.2 " " " "
shear wall conection " " " " " " "
lift shaft 14.0 3.4 7.2 0.20 36.8 2.0 73.5 " " " 251.4 " " "
vertical sw back 14.0 3.4 2.6 0.20 14.0 2.0 28.0 " " " 95.8 " " "
Right 14.0 3.4 2.6 0.20 14.0 2.0 28.0 " " " 95.8 " " "
left 12.0 7.7 2.5 0.15 17.5 2.0 34.9 " " 269.0 " " " "
horizontal sw back 12.0 1.5 2.5 0.15 17.5 1.0 17.5 " " 25.3 " " " "
8.0 1.0 2.5 0.15 17.5 48.7 850.0 884.0 " " " " " "
12.0 6.1 2.5 0.15 17.5 1.0 17.5 " " 105.7 " " " "
Right 8.0 1.0 2.5 0.15 17.5 14.3 250.4 260.4 " " " " " "
12.0 6.1 2.5 0.15 17.5 1.0 17.5 " " 105.7 " " " "
left 8.0 1.0 2.5 0.15 17.5 14.3 250.4 260.4 " " " " " "
" " " " " " "
Basemnt mesh 8.0 4.8 4.8 0.20 24.8 1.0 24.8 117.6 " " " " " "
x direction B/N Axis 1-2&A-B 8.0 4.8 4.8 0.20 24.8 1.0 24.8 118.8 " " " " " "
B/N Axis 1-2&B-C 8.0 5.8 4.8 0.20 24.8 1.0 24.8 143.5 " " " " " "
B/N Axis 1-2&C-D 8.0 6.0 4.8 0.20 24.8 1.0 24.8 148.5 " " " " " "
B/N Axis 1-2&D-E' 8.0 3.8 4.8 0.20 24.8 1.0 24.8 94.1 " " " " " "
B/N Axis 2-3&A-B 8.0 4.8 3.8 0.20 20.0 1.0 20.0 96.0 " " " " " "
B/N Axis 2-3&B-C 8.0 5.8 1.8 0.20 9.8 1.0 9.8 56.6 " " " " " "
B/N Axis 2-3&C-D 8.0 2.3 2.3 0.20 12.5 1.0 12.5 28.7 " " " " " "
8.0 4.8 4.8 0.20 25.0 1.0 25.0 120.0 " " " " " "
B/N Axis 2-3&D-E 8.0 2.0 2.0 0.20 11.0 1.0 11.0 22.1 " " " " " "
B/N Axis 2-3&E-E' 8.0 4.8 4.8 0.20 25.0 1.0 25.0 118.7 " " " " " "
B/N Axis 3-4&A-B 8.0 4.8 4.8 0.20 25.0 1.0 25.0 120.0 " " " " " "
B/N Axis 3-4&B-C 8.0 5.8 5.8 0.20 30.0 1.0 30.0 174.0 " " " " " "
B/N Axis 3-4&C-D 8.0 4.8 4.8 0.20 25.0 1.0 25.0 120.0 " " " " " "
B/N Axis 3-4&D-E 8.0 2.8 2.8 0.20 15.0 1.0 15.0 42.5 " " " " " "
B/N Axis 3-4&E-E' 8.0 4.8 4.8 0.20 25.0 1.0 25.0 118.7 " " " " " "
B/N Axis 4-4'&A-B 8.0 4.8 4.8 0.20 25.0 1.0 25.0 120.0 " " " " " "
B/N Axis 4-4'&B-C 8.0 5.8 5.8 0.20 30.0 1.0 30.0 174.0 " " " " " "
B/N Axis 4-4'&C-D 8.0 4.8 4.8 0.20 25.0 1.0 25.0 120.0 " " " " " "
B/N Axis 4-4'&D-E 8.0 3.2 3.2 0.20 17.0 1.0 17.0 53.9 " " " " " "
B/N Axis 4-4'&E-E' 8.0 4.8 4.8 0.20 25.0 1.0 25.0 120.0 " " " " " "
B/N Axis 1-1'&A-B 8.0 4.8 4.8 0.20 25.0 1.0 25.0 120.0 " " " " " "
B/N Axis 1-1'&B-C 8.0 5.5 5.5 0.20 28.5 1.0 28.5 156.8 " " " " " "
B/N Axis 1-1'&C-D' 8.0 4.8 4.8 0.20 24.8 1.0 24.8 117.6 " " " " " "
y direction B/N Axis 1-2&A-B 8.0 4.8 4.8 0.20 25.0 1.0 25.0 118.7 " " " " " "
B/N Axis 1-2&B-C 8.0 4.8 5.8 0.20 30.0 1.0 30.0 142.5 " " " " " "
B/N Axis 1-2&C-D 8.0 4.8 6.0 0.20 31.0 1.0 31.0 147.3 " " " " " "
B/N Axis 1-2&D-E 8.0 4.8 3.8 0.20 20.0 1.0 20.0 95.0 " " " " " "
B/N Axis 2-3&A-B 8.0 3.8 4.8 0.20 25.0 1.0 25.0 95.0 " " " " " "
B/N Axis 2-3&B-C 8.0 1.8 3.5 0.20 18.5 1.0 18.5 32.3 " " " " " "
B/N Axis 2-3&C-D 8.0 3.8 2.3 0.20 12.5 1.0 12.5 47.5 " " " " " "
8.0 3.8 4.8 0.20 25.0 1.0 25.0 95.0 " " " " " "
 B/N Axis 2-3&D-E 8.0 3.8 2.0 0.20 11.0 1.0 11.0 41.9 " " " " " "
B/N Axis 2-3&E-E' 8.0 6.8 4.8 0.20 24.8 1.0 24.8 168.3 " " " " " "
B/N Axis 3-4&A-B 8.0 4.8 4.8 0.20 25.0 1.0 25.0 120.0 " " " " " "
B/N Axis 3-4&B-C 8.0 5.8 5.8 0.20 30.0 1.0 30.0 174.0 " " " " " "
B/N Axis 3-4&C-D 8.0 4.8 4.8 0.20 25.0 1.0 25.0 120.0 " " " " " "
B/N Axis 3-4&D-E 8.0 2.8 2.8 0.20 15.2 1.0 15.2 42.5 " " " " " "
B/N Axis 3-4&E-E' 8.0 4.8 4.8 0.20 24.8 1.0 24.8 118.8 " " " " " "
B/N Axis 4-4'&A-B 8.0 2.2 2.2 0.20 12.0 1.0 12.0 26.6 " " " " " "
B/N Axis 4-4'&B-C 8.0 2.2 2.2 0.20 12.0 1.0 12.0 26.6 " " " " " "
B/N Axis 4-4'&C-D 8.0 2.2 2.2 0.20 12.0 1.0 12.0 26.6 " " " " " "
B/N Axis 4-4'&D-E 8.0 3.2 3.2 0.20 16.9 1.0 16.9 53.9 " " " " " "
B/N Axis 4-4'&E-E' 8.0 14.0 14.0 0.20 71.0 1.0 71.0 994.0 " " " " " "
B/N AXIS 1-1' A-D'
Ground floor slab
bottom X Direction 10.0 11.2 8.0 0.18 45.4 1.0 45.4 " 507.2 " " " " "
b/n axis A-C&1'-2' 10.0 7.0 5.3 0.18 30.4 1.0 30.4 " 213.1 " " " " "
b/n axis A-B&2'-3' 10.0 6.5 6.0 0.18 34.3 1.0 34.3 " 223.2 " " " " "
b/n axis A-B&3'-4 10.0 11.6 2.1 0.18 12.6 1.0 12.6 " 145.1 " " " " "
b/n axis A-C&4-4' 10.0 9.5 2.4 0.18 14.1 1.0 14.1 " 133.5 " " " " "
b/n axis B-C'&2'-3 10.0 7.0 7.5 0.18 42.7 1.0 42.7 " 298.7 " " " " "
b/n axis B-C&3-4 10.0 7.0 7.5 0.18 42.7 1.0 42.7 " 298.7 " " " " "
b/n axis C-D&3-4 10.0 4.0 93.0 0.18 517.7 1.0 517.7 " 2070.7 " " " " "
b/n axis E-E'&2-3'' 0.18 0.0 " " " " " " "
Top bar 10.0 11.6 8.0 0.18 45.4 1.0 45.4 " 526.2 " " " " "
b/n axis A-B&1'-2' 12.0 3.0 8.0 0.18 45.4 1.0 45.4 " " 136.3 " " " "
on axis A&C 1'-2' 12.0 3.5 19.4 0.18 108.8 1.0 108.8 " " 380.7 " " " "
on axis B &1'-4' 12.0 3.0 8.0 0.18 45.4 1.0 45.4 " " 136.3 " " " "
on axis A&C,1'-2' 12.0 3.0 14.0 0.18 78.8 1.0 78.8 " " 236.3 " " " "
on axis A b/n Axis 1' -4' 12.0 3.5 11.4 0.18 64.3 1.0 64.3 " " 225.2 " " " "
on axis C b/n Axis 2' -4' 12.0 3.5 6.6 0.18 37.7 1.0 37.7 " " 131.8 " " " "
on axis D b/n Axis 3 -4' 10.0 10.0 5.3 0.18 30.4 1.0 30.4 " 304.4 " " " " "
b/n axis A-B'&2'-3' 10.0 9.5 4.8 0.18 27.7 1.0 27.7 " 262.8 " " " " "
b/n axis A-B'&3'-4 10.0 12.0 1.8 0.18 11.0 1.0 11.0 " 131.8 " " " " "
b/n axis A-C B/N AXIS 4-4' 10.0 7.0 2.1 0.18 12.7 1.0 12.7 " 88.7 " " " " "
b/n axis B'-D B/N AXIS 2'-3 10.0 10.0 9.3 0.18 52.7 1.0 52.7 " 526.7 " " " " "
b/n axis B'-D B/N AXIS 3-4' 10.0 5.6 8.9 0.18 50.4 1.0 50.4 " 283.5 " " " " "
b/n axis E-E'&2-4' 10.0 4.4 8.9 0.18 50.4 1.0 50.4 " 223.0 " " " " "
b/n axis E-E'&2-4' 0.18 1.0 " " " " " " "
y AXIS BOTTOM 10.0 6.0 11.3 0.18 63.8 1.0 63.8 " 382.7 " " " " "
b/n axis A-C&1'-2 10.0 5.5 11.3 0.18 63.8 1.0 63.8 " 350.8 " " " " "
b/n axis A-C&2-3 10.0 9.5 11.3 0.18 63.8 1.0 63.8 " 605.9 " " " " "
b/n axis A-C&3-4' 10.0 9.5 1.4 0.18 8.6 1.0 8.6 " 82.1 " " " " "
b/n axis B-C&3-4' 10.0 11.7 0.6 0.18 4.3 1.0 4.3 " 50.7 " " " " "
b/n axis C&3-4' 10.0 10.2 3.8 0.18 22.1 1.0 22.1 " 226.3 " " " " "
b/n axis C-C'&2'-4 10.0 8.6 1.6 0.18 9.9 1.0 9.9 " 85.3 " " " " "
b/n axis C-C'&2'-4 10.0 7.8 1.4 0.18 8.6 1.0 8.6 " 66.8 " " " " "
b/n axis C-C'&2'-4 10.0 9.2 4.5 0.18 26.0 1.0 26.0 " 238.8 " " " " "
b/n axis E-E'&2-3' 1.0 0.0 " " " " " " "
Top bar 10.0 3.5 2.7 0.18 16.2 1.0 16.2 " 56.8 " " " " "
b/n axis A-C&1 10.0 3.5 5.5 0.18 31.6 1.0 31.6 " 110.4 " " " " "
10.0 3.5 2.7 0.18 16.2 1.0 16.2 " 56.8 " " " " "
12.0 3.0 2.7 0.18 16.2 1.0 16.2 " " 48.7 " " " "
12.0 3.0 2.7 0.18 16.2 1.0 16.2 " " 48.7 " " " "
10.0 6.0 2.7 0.18 16.1 1.0 16.1 " 96.5 " " " " "
b/n axis A-C&2 10.0 6.0 5.5 0.18 31.6 1.0 31.6 " 189.3 " " " " "
10.0 6.0 2.8 0.18 16.3 1.0 16.3 " 97.7 " " " " "
12.0 3.5 2.8 0.18 16.3 1.0 16.3 " " 57.0 " " " "
12.0 3.5 2.8 0.18 16.3 1.0 16.3 " " 57.0 " " " "
10.0 3.5 1.4 0.18 8.6 1.0 8.6 " 30.2 " " " " "
b/n axis B-C&2 10.0 3.5 2.8 0.18 16.3 1.0 16.3 " 57.0 " " " " "
10.0 3.5 0.9 0.18 6.1 1.0 6.1 " 21.5 " " " " "
12.0 2.5 1.4 0.15 10.2 1.0 10.2 " " 25.4 " " " "
10.0 7.0 1.7 0.18 10.6 1.0 10.6 " 74.1 " " " " "
b/n axis A-B&3 10.0 7.0 2.8 0.18 16.3 1.0 16.3 " 113.9 " " " " "
10.0 7.0 1.4 0.15 10.2 1.0 10.2 " 71.2 " " " " "
12.0 4.0 1.7 0.15 12.5 1.0 12.5 " " 50.0 " " " "
12.0 4.0 1.4 0.15 10.2 1.0 10.2 " " 40.7 " " " "
10.0 7.0 1.4 0.18 8.6 1.0 8.6 " 60.5 " " " " "
b/n axis B-C&3 10.0 7.0 2.8 0.18 16.3 1.0 16.3 " 113.9 " " " " "
10.0 7.0 1.0 0.18 6.3 1.0 6.3 " 43.9 " " " " "
12.0 4.0 2.8 0.15 19.3 1.0 19.3 " " 77.3 " " " "
12.0 7.0 0.5 0.15 4.0 1.0 4.0 " " 28.0 " " " "
b/n axis C-D&3 10.0 7.0 1.6 0.18 10.0 1.0 10.0 " 70.2 " " " " "
10.0 7.0 2.2 0.18 13.3 1.0 13.3 " 93.1 " " " " "
10.0 5.0 1.3 0.18 8.5 1.0 8.5 " 42.4 " " " " "
10.0 5.0 1.4 0.18 8.6 1.0 8.6 " 42.9 " " " " "
12.0 6.0 4.3 0.15 29.6 1.0 29.6 " " 177.6 " " " "
12.0 3.0 1.4 0.15 10.1 1.0 10.1 " " 30.3 " " " "
10.0 6.5 1.7 0.18 10.6 1.0 10.6 " 68.8 " " " " "
b/n axis A-B&4 10.0 6.5 2.8 0.18 16.3 1.0 16.3 " 105.8 " " " " "
10.0 6.5 1.4 0.18 8.6 1.0 8.6 " 56.2 " " " " "
12.0 5.0 1.7 0.15 12.5 1.0 12.5 " " 62.5 " " " "
10.0 6.5 1.4 0.18 8.6 1.0 8.6 " 56.2 " " " " "
 b/n axis B-C&4 10.0 6.5 2.8 0.18 16.3 1.0 16.3 " 105.8 " " " " "
10.0 6.5 1.0 0.18 6.3 1.0 6.3 " 40.8 " " " " "
12.0 5.0 6.5 0.15 44.0 1.0 44.0 " " 220.0 " " " "
12.0 4.5 0.5 0.15 4.0 1.0 4.0 " " 18.0 " " " "
b/n axis C-D&4 10.0 4.5 1.6 0.18 10.0 1.0 10.0 " 45.1 " " " " "
10.0 4.5 2.2 0.18 13.3 1.0 13.3 " 59.9 " " " " "
10.0 4.5 1.3 0.18 8.5 1.0 8.5 " 38.2 " " " " "
10.0 4.5 1.4 0.18 8.6 1.0 8.6 " 38.6 " " " " "
12.0 3.0 7.0 0.15 47.7 1.0 47.7 " " 143.2 " " " "
10.0 9.6 2.9 0.18 17.1 1.0 17.1 " 164.4 " " " " "
b/n axis E-E'&2-3' 10.0 5.0 1.7 0.18 10.4 1.0 10.4 " 52.4 " " " " "
12.0 7.0 4.6 0.15 31.7 1.0 31.7 " " 221.7 " " " "
14.0 1.2 261.0 1.0 261.0 " " " 313.2 " " "
kebelto 14.0 1.2 130.0 1.0 130.0 " " " 156.0 " " "
kebeleto mager 20.0 9.5 2.00 2.0 1.0 2.0 " " " " " 19.0 "
Ground beam on axis 4( Top) 20.0 7.0 2.00 2.0 2.0 4.0 " " " " " 28.0 "
20.0 7.0 2.00 2.0 0.0 " " " " " 0.0 "
20.0 8.0 2.00 2.0 1.0 2.0 " " " " " 16.0 "
16.0 2.5 2.00 2.0 1.0 2.0 " " " " 5.0 " "
negative 20.0 4.0 2.00 2.0 1.0 2.0 " " " " " 8.0 "
20.0 4.0 3.00 3.0 1.0 3.0 " " " " " 12.0 "
20.0 4.0 3.00 3.0 1.0 3.0 " " " " " 12.0 "
20.0 7.0 4.00 4.0 1.0 4.0 " " " " " 28.0 "
20.0 12.0 3.00 3.0 1.0 3.0 " " " " " 36.0 "
bottom 20.0 8.0 3.00 3.0 1.0 3.0 " " " " " 24.0 "
20.0 7.0 3.00 3.0 1.0 3.0 " " " " " 21.0 "
20.0 4.5 3.00 3.0 1.0 3.0 " " " " " 13.5 "
8.0 1.6 18.1 0.10 182.5 1.0 182.5 291.9 " " " " " "
Stirrup 8.0 1.6 9.1 0.25 37.3 1.0 37.3 59.7 " " " " " "
20.0 18.5 4.0 1.0 4.0 " " " " " 74.0 "
Ground beam on axis 1( Top) 20.0 19.3 4.0 1.0 4.0 " " " " " 77.2 "
Ground beam on axis 1( BOTTOM) 8.0 1.6 16.2 0.10 163.0 1.0 163.0 260.8 " " " " "
Stirrup 8.0 1.6 7.1 0.25 29.4 1.0 29.4 47.0 " " " " " "
0.0 " " " " " " "
Stair case from basemnt to ground 14.0 3.1 1.2 0.15 9.3 1.0 9.3 " " " 28.8 " " "
section s1-s1 14.0 1.0 1.2 0.15 9.3 1.0 9.3 " " " 8.9 " " "
2.0 8.0 0.4 1.2 0.20 7.2 9.0 65.0 28.6 " " " " " "
3.0 14.0 1.5 1.2 0.15 9.3 1.0 9.3 " " " 14.0 " " "
4.0 14.0 1.7 1.2 0.15 9.3 1.0 9.3 " " " 15.3 " " "
5.0 14.0 1.7 1.2 0.15 9.3 1.0 9.3 " " " 15.3 " " "
6.0 14.0 4.2 1.2 0.15 9.3 1.0 9.3 " " " 38.6 " " "
7.0 14.0 2.0 1.2 0.15 9.3 1.0 9.3 " " " 18.6 " " "
8.0 8.0 1.2 5.1 0.20 26.5 1.0 26.5 32.9 " " " " " "
8.0 1.2 1.0 0.0 0.0 " " " " " "
14.0 2.0 1.2 0.15 9.3 1.0 9.3 " " " 19.0 " " "
 section s2-s2 14.0 1.0 1.2 0.15 9.3 1.0 9.3 " " " 8.9 " " "
2.0 8.0 0.4 1.2 0.20 7.2 8.0 57.8 25.4 " " " " " "
3.0 14.0 1.5 1.2 0.15 9.3 1.0 9.3 " " " 13.6 " " "
4.0 14.0 3.0 1.2 0.15 9.3 1.0 9.3 " " " 27.7 " " "
5.0 14.0 5.0 1.2 0.15 9.3 1.0 9.3 " " " 46.4 " " "
6.0 14.0 1.8 1.2 0.15 9.3 1.0 9.3 " " " 16.5 " " "
7.0 14.0 2.0 1.2 0.15 9.3 1.0 9.3 " " " 18.6 " " "
8.0 8.0 1.2 5.0 0.20 25.8 1.0 25.8 32.1 " " " " " "
8.0 1.2 5.0 0.20 25.8 1.0 25.8 32.1 " " " " " "
8.0 2.6 1.3 0.20 7.5 2.0 15.0 39.3 " " " " " "
land ing 0.0 " " " " " " "
Stair case from ngl to ground floor 14.0 2.1 5.9 0.15 40.3 1.0 40.3 " " " 83.9 " " "
section s1-s1 14.0 1.0 5.9 0.15 40.3 1.0 40.3 " " " 38.7 " " "
2.0 8.0 0.4 5.9 0.20 30.5 8.0 244.0 107.4 " " " " " "
3.0 14.0 1.3 5.9 0.15 40.3 1.0 40.3 " " " 50.4 " " "
4.0 14.0 1.4 5.9 0.15 40.3 1.0 40.3 " " " 56.5 " " "
5.0 14.0 3.8 5.9 0.15 40.3 1.0 40.3 " " " 154.1 " " "
6.0 14.0 2.3 5.9 0.15 40.3 1.0 40.3 " " " 92.8 " " "
7.0 14.0 2.0 5.9 0.15 40.3 1.0 40.3 " " " 80.7 " " "
8.0 8.0 1.2 5.0 0.20 26.0 1.0 26.0 32.4 " " " " " "
Total Length(m) 14819.3 15781.1 23586.4 8461.6 13607.3 6728.5 2354.1
Unit Weight (kg/m) 0.4 0.6 0.9 1.2 1.6 2.5 3.6
Total Weight (kg) 5848.7 9731.7 20944.7 10227.3 21481.3 16597.0 8361.8
PROJECT:- B+G+19+T APARTMENT BUILDING OWNER:- Mitiku Yibe
PROJCET SECTION :- CONSULTALNT:- Mesmer CAE
LOCATION:- KIRKOS SUB CITY WORDE 06 CONTRACTOR:- Wubneh Tadesse B.C.

T D S Description T D S Description
A. SUPER-STRUCTURE W1/2
Provide,cut and fix in position
sawn Zigba wood form work to 2 7.25 L=7.25 ,H=3.36
a. Elevation column 3.36
3 2.80 C1 48.72
3.11 area= perimeter*height
26.12 2.8=2*0.5+2*0.9
3 3.00 C2 1 3.36 H=3.36 ,W=0.4
3.11 area= perimeter*height 0.4
27.99 3=2*0.6+2*0.9 1.344
4 3.6 C3 2 2 W1/3
3.11 area= perimeter*height 2 3.36 H=3.36 ,W=0.4
3.6=2*0.1+2*0.8
44.78 26.88
1 3.2 C4 1 3.36 W2/1
3.11 area= perimeter*height 15 H=3.36 ,L=15
3.2=2*0.1+2*0.8 L=15=7.5+.35+7.15
9.95 50.4
1 4 C5 1 3.36 W2/2
3.11 area= perimeter*height 11.5 H=3.36 ,L=11.5
12.44 4=2*1.2+2*0.8 38.64 L=11.5=6.1+5.4
121.29 M2 COLUMN F.W 1 3.36 W2/3
1 b. Shear wall 4 H=3.36 ,L=4
wall 1 L=4=0.36+2+1.65
W1/1 13.44
2 4.29 1 8.31 W3/1
3.36 3.36 H=3.36 ,L=8.31
27.9216 L=8.31=3.965+0.35+3.995
28.83 1 12.895 W3/2
-2 2.1 3.36 H=3.36 ,L=12.895
1.00 lift door 43.33
1 3.36 W4/1
-4.20 11.39 H=3.36 ,L=11.39
4 2.1 300mm internal liftdoor 38.27 L=11.39=2*5.295+2*0.4
0.30 H=2.10 ,W=0.3 1 3.36 W5/1
9.84 H=3.36 ,L=9.84
2.52 33.06 L=9.84=4.52*2+0.4*2
4 1 W=1 ,L=0.3 1 7.3 W6/1
0.30 3.36 H=3.36 ,L=7.3
1.20 24.53
374.88 M2 SHEAR WALL
T D S Description T D S Description
ramp 2 from ground floor 1st floor AXIS 4
1 13.85 b/n d-eand 2-4' 2 27
5.8 0.3
80.33 16.2
1 24.7 b/n 1-2&a-e'
5.8 AXIS A
143.26 1 11
1 14.6 b/n 2-4'A-C 0.3
11.3 3.3
164.98 1 11
0.5
5.5
1 19.9 AXIS B
3.7 B/N 2-3 &C-D 0.3
1 2.15 5.97
7.955 1 15.5 AXIS C
0.3
1 6.8 b/N 3-4' &C-D 4.65
9.9 2 19.2 AXIS D&E
67.32 0.3
-38 column and sher wall 11.52
-38 1 27

RAMP BEAM 2 FORM WORK 0.3 BEAM ON AXIS 4'

1 17.5 AXIS 1 8.1
0.3 1 27
5.25 0.5
1 17.5 13.5
0.5 -7 column opining
8.75
2 16.5 AXIS 2 525.285 m2 ramp TOTAL BEAM and slab FORM WORK
0.3 1ST FLOOR SLAB
9.9 1 10.1
AXIS 3 9.7
2 23 97.97
0.3 1 3.4
13.8 4.5
15.3
113.27 M2 SLAB FORMWORK
T D S Description T D S Description
1 3.31 d. Stair case & Landing
1.245 stair bottom
4.12 l=3.31, w=1.245
1 3.31 side form work
0.34 l=3.31, w=0.34
0.34=0.18+0.16
1.13
1 2.61 landing
1.375 l=2.61,l=1.375
3.59
1 1.375 side formwork
0.18 l=1.375, w=0.18
0.25
1 2.99 stair bottom
1.245 l=2.99, w=1.245
3.72
1 2.98 side formwork
0.34 0.34=0.18+0.16
1.01
13.82 M2 STAIR CASE
PROJECT:- B+G+19+T APARTMENT BUILDING OWNER:- Mitiku Yibe
PROJCET SECTION :- CONSULTALNT:- Mesmer CAE
LOCATION:- KIRKOS SUB CITY WORDE 06 CONTRACTOR:- Wubneh Tadesse B.C.

T D S Description T D S Description
A. SUPER-STRUCTURE

Reinforred concrete class c-25 with

minimum cement content of 360/m3
filled in to formwork vibrated around
reinforcement steel (form work and
renforcement M/S) REINFORCEMENT BAR
a.In Floor slab ELEVATION COLUMN
1 10.1 1st floor @ level (+3.36) 3 0.5 LEVEL (+0.00-3.36)
9.7 slab thickness 250mm, 0.9 V=L*W*H
0.25 V= Area*thickness 3.11 C1 (500*900*3.11
24.5 B/N axis (E-F)( 1-3)
1 3.4 B/N axis (D-F)( 3-4) 4.2
4.5 V= Area*thickness 3 0.6 C2 (600*900*3.11)
0.25 3.8 Area=87 , thickness=0.25 0.9
28.3 M3 3.11 5.0
4 1 C3 (1000*800*3.11)
0.8
3.11
10.0
1 3.3 b. Stair case & landing 4 1 C4(1000*600*3.11)
1.245 l=3.3, w=1.245 , d=0.18 0.6
0.18 0.7 3.11
11 0.02 tread and raiser 7.5
1.245 a=1/2*0.16*0.28, w=1.245 , 1 1 C4(1000*600*3.11)
0.3 0.6
1 2.61 landing 3.11 1.9
1.405 l=2.61, w=1.405 , d=0.18 1 3.11 C5(.8*1.20*3.11)
0.18 1.2
0.7 0.8
1 3.3 l=3.3, w=1.245 , d=0.18 3.0
1.245 31.5043 M3
0.18
0.7 shear wall
11 0.02 tread and raiser share wall 1
1.245 a=1/2*0.16*0.28, w=1.245 , 1 4.19 w1/1
0.3
0.3 2.72
2.8 M3 3.42
-2 1 lift door
0.3
2.72
-1.63
T D S Description T D S Description
1 7.15 w1/2 ramp 2 from ground floor 1st floor SLAB
0.3 1 13.85 b/n d-eand 2-4'
2.72 5.8
0.25 20.0825
5.83 1 24.7 b/n 1-2&a-e'
2 2.6 w1/3 5.8
0.3 0.25 35.815
2.72 4.24 1 14.6 b/n 2-4'A-C
1 7.15 shear wall 2 11.3
0.35 w2/1 0.25 41.245
3.36

8.41
1 5.4 w2/2 3.7 B/N 2-3 &C-D
0.35 1 2.15
3.36 0.25 1.98875
6.35
1 2 w2/3 1 6.8 b/N 3-4' &C-D
0.35 9.9
3.36 2.35 0.25 16.83
1 6.29 wall 3/2 -38 0.25 column and sher wall
0.35 -9.5
3.36 7.40
1 3.965 wall 3/1
0.35 RAMP BEAM 2 FORM WORK
3.36 4.66 1 17.5 AXIS 1
1 5.295 share wall 4 0.3
0.35 0.25 1.3125
3.36 6.23 1 17.5
1 4.52 share wall 5 0.5
0.35 0.25 2.1875
3.36 5.32 2 16.5 AXIS 2
1 3.3 share wall 6 0.3
0.35 0.25 2.475
3.36 3.88 AXIS 3
56.46 m3 shear wall 2 23
0.3
0.25 3.45
AXIS 4
2 27
0.3
0.25 4.05

T D S Description T D S Description
AXIS A
1 11
0.3
0.25 0.825
1 11
0.5
0.25 1.375
1 19.9 AXIS B
0.3
0.25 1.4925
1 15.5 AXIS C
0.3
0.25 1.1625
2 19.2 AXIS D&E
0.3
0.25 2.88
1 27
0.3 BEAM ON AXIS 4'
0.25 2.025
1 27
0.5
0.25 3.375
-7 column opining
126.0713 m3 TOTAL BEAM and slab
 L No. of No.or
Location ø (m) Span length Spacing No. bar Memb. Bar ø8 ø10 ø12 ø14 ø16 ø20 ø24
ramp2 from ground floor to 1st floor 10.0 9.6 4.9 0.15 33.7 1.0 33.7 " 323.2 " " " " "
10.0 8.6 8.8 0.15 59.7 1.0 59.7 " 512.5 " " " " "
12.0 4.4 4.9 0.15 33.7 1.0 33.7 " " 146.8 " " " "
12.0 4.0 4.9 0.15 33.7 1.0 33.7 " " 134.7 " " " "
10.0 5.2 4.9 0.15 33.7 1.0 33.7 " 175.1 " " " " "
10.0 8.6 4.2 0.15 29.0 1.0 29.0 " 249.1 " " " " "
12.0 3.3 7.0 0.15 47.7 1.0 47.7 " " 158.9 " " " "
10.0 7.2 5.2 0.15 35.7 1.0 35.7 " 256.8 " " " " "
B/N D-E 10.0 7.7 6.7 0.15 45.3 1.0 45.3 " 348.3 " " " " "
AXIS E 12.0 2.3 5.2 0.15 35.7 1.0 35.7 " " 83.2 " " " "
AXIS D,C&B 12.0 4.0 5.2 0.15 35.7 3.0 107.0 " " 428.0 " " " "
B/N C-D 10.0 7.2 5.2 0.15 35.7 1.0 35.7 " 256.8 " " " " "
B/N 1-2 10.0 9.2 6.2 0.15 42.3 1.0 42.3 " 388.6 " " " " "
AXIS B-C 10.0 6.2 5.2 0.15 35.7 1.0 35.7 " 221.1 " " " " "
AXIS 1-2 10.0 9.4 5.2 0.15 35.7 1.0 35.7 " 334.6 " " " " "
AXIS A-B 10.0 7.8 5.2 0.15 35.7 1.0 35.7 " 279.7 " " " " "
AXIS 1-2 10.0 7.8 5.2 0.15 35.7 1.0 35.7 " 279.6 " " " " "
AXIS 2, A-B 12.0 4.0 5.2 0.15 35.7 1.0 35.7 " " 142.7 " " " "
AXIS 2,3 A-B 10.0 7.8 4.2 0.15 29.0 1.0 29.0 " 227.5 " " " " "
AXIS AB 2-3 10.0 5.2 5.2 0.15 35.7 1.0 35.7 " 185.5 " " " " "
AXIS 3 A-B 12.0 4.0 5.2 0.15 35.7 1.0 35.7 " " 142.7 " " " "
AXIS 3,4' A-B 10.0 10.0 5.2 0.15 35.7 1.0 35.7 " 354.9 " " " " "
AXIS AB 3-4' 10.0 7.8 9.2 0.15 62.0 1.0 62.0 " 486.3 " " " " "
AXIS 3 A-B 12.0 4.0 5.2 0.15 35.7 1.0 35.7 " " 142.7 " " " "
AXIS BC,2-3 10.0 6.8 5.2 0.15 35.7 1.0 35.7 " 244.1 " " " " "
AXIS 2,3 B-C 10.0 7.8 4.2 0.15 29.0 1.0 29.0 " 227.5 " " " " "
AXIS B,2-3 12.0 4.0 4.2 0.15 29.0 1.0 29.0 " " 116.0 " " " "
AXIS B-D,3-4' 10.0 10.5 11.5 0.15 78.0 1.0 78.0 " 815.1 " " " " "
AXIS 3,4' B-C 10.0 6.2 9.5 0.15 64.0 1.0 64.0 " 396.8 " " " " "
AXIS 3,4' C-D 10.0 7.2 9.5 0.15 64.0 1.0 64.0 " 460.8 " " " " "
AXIS B,C AND D 3-4' 12.0 4.0 9.6 0.15 65.0 3.0 195.0 " " 780.0 " " " "
AXIS 3, B-C 12.0 4.0 5.2 0.15 35.7 1.0 35.7 " " 142.7 " " " "
AXIS 3 ,C-D 12.0 2.5 6.2 0.15 42.3 1.0 42.3 " " 105.8 " " " "
AXIS B/N 2'&3 C-D 10.0 6.8 2.3 0.15 16.3 2.0 32.7 " 222.1 " " " " "
AXIS B/N 2'&3 C-D 10.0 2.7 6.2 0.15 42.3 2.0 84.7 " 224.4 " " " " "
negative 12.0 3.0 2.3 0.15 16.3 2.0 32.7 "
AXIS 4 B/N A-E' 12.0 5.3 23.4 0.15 156.7 1.0 156.7 " " 822.5 " " " "
1ST FLOOR SLAB REIN FORCMENT X " " " " " " "
BOTTOME 10.0 10.0 9.5 0.18 53.5 1.0 53.5 " 533.9 " " " " "
Top bar 10.0 10.4 9.5 0.18 53.5 1.0 53.5 " 556.4 " " " " "
 negative 12.0 3.2 9.5 0.15 64.0 1.0 64.0 " " 206.9 " " " "
BOTTOME 10.0 4.0 3.8 0.18 22.1 1.0 22.1 " 88.4 " " " " "
Top bar 10.0 5.5 3.8 0.18 22.1 1.0 22.1 " 122.1 " " " " "
negative 10.0 4.4 1.3 0.18 8.0 2.0 16.1 " 70.7 " " " " "
Y DIRECTION " " " " " " "
BOTTOM 10.0 8.8 9.5 0.18 53.5 1.0 53.5 " 470.0 " " " " "
Top bar 10.0 9.2 9.5 0.18 53.5 1.0 53.5 " 492.2 " " " " "
negative 12.0 4.0 9.5 0.18 53.5 1.0 53.5 " " 214.0 " " " "
10.0 5.2 4.0 0.18 23.2 2.0 46.4 " 241.5 " " " " "
12.0 3.5 4.0 0.15 27.7 1.0 27.7 " " 96.8 " " " "
GROUND RAMP BEAM " " " " " " "
AXIS 1 TOP 16.0 10.0 3.0 1.0 3.0 " " " " 30.0 " "
16.0 11.0 6.8 3.0 1.0 3.0 " " " " 33.0 " "
16.0 6.0 5.3 3.0 1.0 3.0 " " " " 18.0 " "
negative 16.0 4.0 2.6 3.0 3.0 9.0 " " " " 36.0 " "
16.0 3.1 3.7 3.0 1.0 3.0 " " " " 9.3 " "
BOTTOME 16.0 6.5 4.0 6.20 5.0 1.0 5.0 " " " " 32.5 " "
16.0 7.0 3.8 6.30 5.0 1.0 5.0 " " " " 35.0 " "
16.0 7.0 8.10 5.0 1.0 5.0 " " " " 35.0 " "
Stirrup 10.0 1.4 1.8 0.10 19.3 4.0 77.3 " 108.3 " " " " "
10.0 1.4 1.8 0.20 10.2 2.0 20.3 " 28.5 " " " " "
10.0 1.4 2.2 0.10 22.7 2.0 45.3 " 63.5 " " " " "
10.0 1.4 2.1 0.20 11.5 1.0 11.5 " 16.1 " " " " "
AXIS 2 3.0 " " " " " " "
A-B 'TOP 16.0 9.5 1.83 3.0 1.0 3.0 " " " " 28.5 " "
16.0 3.5 3.0 1.0 3.0 " " " " 10.5 " "
negative 16.0 2.5 3.0 2.0 6.0 " " " " 15.0 " "
16.0 3.5 3.0 1.0 3.0 " " " " 10.5 " "
BOTTOME 16.0 11.2 5.0 1.0 5.0 " " " " 55.8 " "
Stirrup 10.0 1.4 7.3 0.10 74.3 1.0 74.3 " 104.1 " " " " "
10.0 1.4 4.5 0.20 23.5 1.0 23.5 " 32.9 " " " " "
AXIS D-E " " " " " " "
Top bar 16.0 6.6 3.0 1.0 3.0 " " " " 19.9 " "
negative 16.0 2.5 3.0 2.0 6.0 " " " " 15.0 " "
BOTTOME 16.0 5.7 5.0 1.0 5.0 " " " " 28.7 " "
Stirrup 10.0 1.4 3.7 0.10 37.7 1.0 37.7 " 52.7 " " " " "
10.0 1.4 1.8 0.20 10.2 1.0 10.2 " 14.2 " " " " "
AXIS 3 A-B TOP 16.0 7.6 3.0 1.0 3.0 " " " " 22.8 " "
 negative 16.0 3.0 3.0 1.0 3.0 " " " " 9.0 " "
16.0 2.5 3.0 1.0 3.0 " " " " 7.5 " "
BOTTOME 16.0 6.7 5.0 1.0 5.0 " " " " 33.5 " "
 Stirrup 10.0 1.4 1.8 0.10 19.3 2.0 38.7 " 54.1 " " " " "
10.0 1.4 1.9 0.20 10.5 1.0 10.5 " 14.7 " " " " "
AXIS 3 D-E TOP 16.0 6.7 3.0 1.0 3.0 " " " " 20.1 " "
negative 16.0 2.5 3.0 2.0 6.0 " " " " 15.0 " "
BOTTOME 16.0 5.8 5.0 1.0 5.0 " " " " 29.0 " "
Stirrup 10.0 1.4 1.8 0.10 19.3 2.0 38.7 " 54.1 " " " " "
10.0 1.4 1.9 0.20 10.5 1.0 10.5 " 14.7 " " " " "
AXIS 4 A-D TOP 16.0 10.0 3.0 1.0 3.0 " " " " 30.0 " "
16.0 7.0 3.0 1.0 3.0 " " " " 21.0 " "
negative 16.0 2.5 3.0 2.0 6.0 " " " " 15.0 " "
16.0 4.0 3.0 2.0 6.0 " " " " 24.0 " "
BOTTOME 16.0 6.5 5.0 1.0 5.0 " " " " 32.3 " "
16.0 7.1 5.0 1.0 5.0 " " " " 35.5 " "
16.0 7.5 5.0 1.0 5.0 " " " " 37.3 " "
Stirrup 10.0 1.4 1.8 0.10 19.0 6.0 114.0 " 159.6 " " " " "
10.0 1.4 1.9 0.20 10.5 3.0 31.5 " 44.1 " " " " "
AXIS 4 D-E' TOP 20.0 7.0 2.0 1.0 2.0 " " " " " 14.0 "
20.0 8.0 2.0 1.0 2.0 " " " " " 16.0 "
negative 20.0 4.0 3.0 1.0 3.0 " " " " " 12.0 "
20.0 7.0 4.0 1.0 4.0 " " " " " 28.0 "
20.0 11.5 3.0 1.0 3.0 " " " " " 34.5 "
Stirrup 10.0 1.4 1.8 0.10 19.3 3.0 58.0 " 81.2 " " " " "
10.0 1.4 1.8 0.20 10.2 4.0 40.8 " 57.1 " " " " "
axis A top 16.0 10.1 3.0 1.0 3.0 " " " " 30.2 " "
16.0 9.7 3.0 1.0 3.0 " " " " 29.2 " "
negative 16.0 3.5 3.0 1.0 3.0 " " " " 10.6 " "
16.0 3.5 3.0 2.0 6.0 " " " " 21.0 " "
16.0 2.3 3.0 1.0 3.0 " " " " 6.9 " "
bottome 16.0 7.4 5.0 1.0 5.0 " " " " 36.8 " "
16.0 6.1 5.0 1.0 5.0 " " " " 30.5 " "
16.0 6.8 5.0 1.0 5.0 " " " " 33.8 " "
Stirrup 10.0 1.4 1.8 0.10 19.3 6.0 116.0 " 162.4 " " " " "
10.0 1.4 1.8 0.20 10.2 3.0 30.6 " 42.8 " " " " "
AXIS B 16.0 7.4 3.0 1.0 3.0 " " " " 22.2 " "
16.0 7.6 3.0 1.0 3.0 " " " " 22.8 " "
16.0 9.5 3.0 1.0 3.0 " " " " 28.4 " "
negative 16.0 5.4 3.0 1.0 3.0 " " " " 16.1 " "
16.0 4.0 3.0 2.0 6.0 " " " " 24.0 " "
 16.0 2.7 3.0 1.0 3.0 " " " " 8.2 " "
BOTTOME 16.0 10.4 5.0 1.0 5.0 " " " " 52.0 " "
16.0 6.1 5.0 1.0 5.0 " " " " 30.5 " "
 16.0 6.4 5.0 1.0 5.0 " " " " 32.0 " "
Stirrup 10.0 1.4 1.8 0.10 19.3 7.0 135.3 " 189.5 " " " " "
10.0 1.4 1.8 0.20 10.2 3.0 30.5 " 42.7 " " " " "
AXIS C 1-2 16.0 6.7 3.0 1.0 3.0 " " " " 20.1 " "
negative 16.0 2.5 3.0 2.0 6.0 " " " " 15.0 " "
BOTTOME 16.0 5.8 5.0 1.0 5.0 " " " " 29.0 " "
Stirrup 10.0 1.4 1.8 0.10 19.3 1.0 19.3 " 27.1 " " " " "
10.0 1.4 1.8 0.20 10.2 0.0 " 0.0 " " " " "
AXIS C 3'-4' TOP 16.0 6.5 3.0 1.0 3.0 " " " " 19.5 " "
16.0 7.0 3.0 1.0 3.0 " " " " 21.0 " "
negative 16.0 4.5 3.0 1.0 3.0 " " " " 13.5 " "
16.0 5.4 3.0 1.0 3.0 " " " " 16.1 " "
BOTTOM 16.0 11.7 5.0 1.0 5.0 " " " " 58.4 " "
AXIS D 1-4' TOP 16.0 5.9 3.0 1.0 3.0 " " " " 17.8 " "
16.0 6.8 3.0 1.0 3.0 " " " " 20.5 " "
16.0 8.5 3.0 1.0 3.0 " " " " 25.3 " "
negative 16.0 4.3 3.0 1.0 3.0 " " " " 12.9 " "
16.0 8.9 3.0 1.0 3.0 " " " " 26.7 " "
16.0 2.3 3.0 1.0 3.0 " " " " 6.9 " "
BOTTOME 16.0 9.7 5.0 1.0 5.0 " " " " 48.5 " "
16.0 5.3 5.0 1.0 5.0 " " " " 26.6 " "
16.0 6.2 5.0 1.0 5.0 " " " " 31.0 " "
Stirrup 10.0 1.4 1.8 0.10 19.3 6.0 116.0 " 162.4 " " " " "
10.0 1.4 1.8 0.20 10.2 3.0 30.6 " 42.8 " " " " "
AXIS E 1-4' TOP 16.0 5.9 3.0 1.0 3.0 " " " " 17.8 " "
16.0 6.8 3.0 1.0 3.0 " " " " 20.5 " "
16.0 8.5 3.0 1.0 3.0 " " " " 25.3 " "
negative 16.0 4.3 3.0 1.0 3.0 " " " " 12.9 " "
16.0 4.0 3.0 1.0 3.0 " " " " 12.0 " "
16.0 3.4 3.0 1.0 3.0 " " " " 10.1 " "
16.0 2.2 3.0 1.0 3.0 " " " " 6.4 " "
BOTTOME 16.0 9.7 5.0 1.0 5.0 " " " " 48.5 " "
16.0 5.3 5.0 1.0 5.0 " " " " 26.6 " "
16.0 6.2 5.0 1.0 5.0 " " " " 31.0 " "
Stirrup 10.0 1.4 1.8 0.10 19.3 7.0 135.1 " 189.1 " " " " "
10.0 1.4 1.8 0.20 10.2 4.0 40.8 " 57.1 " " " " "
cantiliver beam axie 4' top 12.0 30.0 3.0 1.0 3.0 " " 90.0 " " " "
bottom 12.0 29.1 3.0 1.0 3.0 " " 87.3 " " " "
Stirrup 8.0 1.4 1.8 0.10 19.3 10.0 193.3 270.7 " " " " " "
8.0 1.4 3.7 0.20 19.3 5.0 96.7 135.5 " " " " " "
shear wall around the bulding exte 12.0 1.5 60.0 0.20 301.0 1.0 301.0 " " 451.5 " " " "
shear wall around the bulding inte 10.0 1.5 58.0 0.20 291.0 1.0 291.0 " 436.5 " " " " "
shear wall around the bulding inte 12.0 1.5 58.0 0.20 291.0 1.0 291.0 " " 436.5 " " " "
kebeleto 12.0 1.2 200.0 1.0 200.0 " " 240.0 " " " "
kebeleto mager 12.0 1.2 100.0 1.0 100.0 " " 120.0 " " " "
distiribution bare 8.0 2.2 1.8 0.18 10.0 40.0 400.0 880.0 " " " " " "
column 0.0 " " " " " " "
c1 16.0 4.0 24.0 3.0 72.0 " " " " 288.0 " "
Stirrup 10.0 2.1 1.0 0.10 10.5 6.0 63.2 " 135.2 " " " " "
10.0 2.1 1.0 0.20 5.8 3.0 17.4 " 37.2 " " " " "
10.0 1.4 1.0 0.10 10.5 6.0 63.0 " 88.2 " " " " "
10.0 1.4 1.0 0.20 5.8 3.0 17.4 " 24.4 " " " " "
c2 16.0 4.0 28.0 1.0 28.0 " " " " 112.0 " "
c2 16.0 5.1 28.0 1.0 28.0 " " " " 142.8 " "
c2 16.0 6.0 28.0 1.0 28.0 " " " " 168.0 " "
Stirrup 10.0 2.2 1.0 0.10 10.5 6.0 63.0 " 137.3 " " " " "
10.0 2.2 1.0 0.20 5.8 3.0 17.4 " 37.9 " " " " "
10.0 1.6 1.0 0.10 10.5 6.0 63.0 " 98.3 " " " " "
10.0 1.6 1.0 0.20 5.8 3.0 17.4 " 27.1 " " " " "
c3 20.0 4.4 26.0 2.0 52.0 " " " " " 228.8 "
c3 20.0 4.7 26.0 1.0 26.0 " " " " " 122.2 "
c3 20.0 5.1 26.0 1.0 26.0 " " " " " 132.6 "
Stirrup 10.0 2.7 1.3 0.10 14.0 4.0 56.0 " 149.0 " " " " "
10.0 2.7 1.3 0.20 7.5 2.0 15.0 " 39.9 " " " " "
10.0 2.0 1.3 0.10 14.0 4.0 56.0 " 112.0 " " " " "
10.0 2.0 1.3 0.20 7.5 2.0 15.0 " 30.0 " " " " "
10.0 0.9 1.3 0.10 14.0 4.0 56.0 " 47.6 " " " " "
10.0 0.9 1.3 0.20 7.5 2.0 15.0 " 12.8 " " " " "
10.0 2.7 1.4 0.10 15.0 2.0 30.0 " 79.8 " " " " "
10.0 2.7 1.4 0.20 8.0 1.0 8.0 " 21.3 " " " " "
10.0 2.0 1.4 0.10 15.0 2.0 30.0 " 60.0 " " " " "
10.0 2.0 1.4 0.20 8.0 1.0 8.0 " 16.0 " " " " "
10.0 0.9 1.4 0.10 15.0 2.0 30.0 " 25.5 " " " " "
10.0 0.9 1.4 0.20 8.0 1.0 8.0 " 6.8 " " " " "
10.0 2.7 1.5 0.10 16.3 2.0 32.7 " 86.9 " " " " "
10.0 2.7 1.5 0.20 8.6 1.0 8.6 " 23.0 " " " " "
10.0 2.0 1.5 0.10 16.3 2.0 32.6 " 65.2 " " " " "
10.0 2.0 1.5 0.20 8.6 1.0 8.6 " 17.3 " " " " "
 10.0 0.9 1.5 0.10 16.3 2.0 32.6 " 27.7 " " " " "
10.0 0.9 1.5 0.20 8.6 1.0 8.6 " 7.4 " " " " "
c4 20.0 5.6 20.0 1.0 20.0 " " " " " 112.0 "
 16.0 5.4 4.0 1.0 4.0 " " " " 21.6 " "
Stirrup 10.0 2.4 1.6 0.10 17.3 2.0 34.7 " 82.5 " " " " "
10.0 2.4 1.6 0.20 9.1 1.0 9.1 " 21.8 " " " " "
10.0 1.6 1.6 0.10 17.3 2.0 34.6 " 56.7 " " " " "
10.0 1.6 1.6 0.20 9.1 1.0 9.1 " 15.0 " " " " "
10.0 3.2 1.6 0.10 17.3 2.0 34.6 " 110.7 " " " " "
10.0 3.2 1.6 0.20 9.1 1.0 9.1 " 29.3 " " " " "
c5 20.0 4.7 26.0 1.0 26.0 " " " " " 122.2 "
Stirrup 10.0 4.0 1.4 0.10 15.0 2.0 30.0 " 120.0 " " " " "
10.0 4.0 1.4 0.20 8.0 1.0 8.0 " 32.0 " " " " "
10.0 2.9 1.4 0.10 15.0 2.0 30.0 " 85.8 " " " " "
10.0 2.9 1.4 0.20 8.0 1.0 8.0 " 22.9 " " " " "
10.0 2.1 1.4 0.10 15.0 2.0 30.0 " 61.5 " " " " "
10.0 2.1 1.4 0.20 8.0 1.0 8.0 " 16.4 " " " " "
10.0 0.9 1.4 0.10 15.0 2.0 30.0 " 25.5 " " " " "
10.0 0.9 1.4 0.20 8.0 1.0 8.0 " 6.8 " " " " "
w1 or lift 14.0 5.0 7.3 0.20 37.3 2.0 74.5 " " " 372.5 " " "
12.0 7.7 4.8 0.15 33.0 2.0 66.0 " " 508.2 " " " "
8.0 1.0 37.0 0.20 256.0 1.0 320.0 266.2 " " " " " "
w1-2 lift 14.0 5.0 2.0 0.20 11.0 4.0 44.0 " " " 220.0 " " "
12.0 6.1 4.8 0.15 33.0 2.0 66.0 " " 399.3 " " " "
8.0 1.0 10.0 0.20 160.0 2.0 320.0 332.8 " " " " " "
w2 14.0 5.0 7.2 0.15 48.7 2.0 97.3 " " " 486.7 " " "
12.0 8.1 4.8 0.15 32.0 2.0 64.0 " " 515.2 " " " "
8.0 1.0 321.0 1.0 321.0 333.8 " " " " " "
14.0 5.0 5.4 0.15 36.0 2.0 72.0 " " " 360.0 " " "
12.0 6.7 5.4 0.15 36.0 2.0 72.0 " " 478.8 " " " "
8.0 1.0 252.0 1.0 252.0 262.1 " " " " " "
14.0 5.0 1.7 0.15 12.0 2.0 24.0 " " " 120.0 " " "
 12.0 4.8 2.0 0.15 14.3 2.0 28.7 " " 137.6 " " " "
8.0 1.0 90.0 1.0 90.0 93.6 " " " " " "
w3 14.0 4.5 10.3 0.15 69.7 2.0 139.3 " " " 627.0 " " "
12.0 12.0 4.8 0.15 33.0 1.0 33.0 " " 396.0 " " " "
12.0 8.8 4.8 0.15 33.0 2.0 66.0 " " 580.8 " " " "
8.0 1.0 216.0 1.0 216.0 224.6 " " " " " "
w4 14.0 5.0 5.3 0.15 36.0 2.0 72.0 " " " 360.0 " " "
12.0 11.5 4.8 0.15 33.0 2.0 66.0 " " 761.6 " " " "
8.0 1.0 234.0 1.0 234.0 243.4 " " " " " "
w5 14.0 4.0 4.5 0.15 31.0 2.0 62.0 " " " 248.0 " " "
12.0 10.0 4.8 0.15 33.0 2.0 66.0 " " 660.0 " " " "
8.0 1.0 216.0 1.0 216.0 224.6 " " " " " "
w6 14.0 4.8 3.3 0.15 23.0 2.0 46.0 " " " 219.9 " " "
12.0 7.4 3.3 0.15 23.0 1.0 23.0 " " 170.2 " " " "
8.0 1.0 148.0 1.0 148.0 153.9 " " " " " "
stair case 14.0 1.7 1.2 0.20 7.0 2.0 14.0 " " " 23.8 " " "
s3-s3 14.0 3.4 1.2 0.20 7.0 2.0 14.0 " " " 47.5 " " "
14.0 1.7 1.2 0.20 7.0 2.0 14.0 " " " 23.7 " " "
14.0 2.1 1.2 0.20 7.0 2.0 14.0 " " " 29.0 " " "
14.0 1.2 1.2 0.20 7.0 2.0 14.0 " " " 16.7 " " "
14.0 5.0 1.2 0.20 7.0 2.0 14.0 " " " 70.0 " " "
mager 10.0 1.2 2.4 0.28 9.6 2.0 19.1 " 23.0 " " " " "
rizer 8.0 0.9 1.2 0.20 7.0 8.0 56.0 50.4 " " " " "
Total Length(m) 3421.2 14398.7 9897.4 3014.0 2531.5 822.3 0.0
Unit Weight (kg/m) 0.4 0.6 0.9 1.2 1.6 2.5 0.0
Total Weight (kg) 1350.2 8879.2 8788.9 3643.0 3996.4 2028.3 0.0