160Kmph Found Detail AUG 2

8/3/2019 160Kmph Found Detail AUG 2

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Site Name Square Tower , 40M, 160 kmph Soil Bearing Capacity 5 T/SqM

Description & Values Of SymbolsCement Concrete Sizes

Symbol Description Value Units

th_pcc Thickness of PCC 100 mm

s_pcc Side of PCC below the slab 7600 mm

d_foundation _bgl Depth of Foundation below ground level 2200 mm

s_slab Side of slab, Length or width 7500 mm

th_slab Thickness of Slab 400 mm

d_p.beam_asb Depth of Primary Beam above Slab bottom 800 mm

d_p.beam_ast Depth of Primary Beam above Slab Top 400 mm

d_column_bgl Depth of Column below ground Level( d_foundation_bgl -th_slab)) 1700 mm

cc_tower Tower Base Width, Back to back of tower legs 6000 mmcc_colums Center to center distance of Twr Leg Colums 5890 mm

h_foundation_agl Height of Foundation above Ground Level 400 mm

w_p.Beam Width of Primary Beam 600 mm

s_Column Side of (square)Column, for tower, width or depth 600 mm

d_column_slab.end Distance from end of Slab to center of column 805 mm

SECONDARY BEAMS ON SLAB NOT APPLICABLE

Number of full Length Secondary Beams 0 Nos


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BAR BENDING SCHEDULE

160 kmph RAFT FOUNDATIONHeight of Tower 40.00 Meters Cover For Column 40 mm

SBC of Soil 5.00 T/SQM Cover For Beam 40 mmCover For Slab 25 mm

Drawing Descrip Bar Shape Dia of Size Size Size Qty in Nos Tot Length Unit Tot Weight

Reference Name Rebar a b c both ways Each Pc. weight of Bar in kg

Name mm mm mm mm Or total for 4 Meters Kg/M in all BeamBeam/Colum Column/slab

P1 COLUMN B 16 2452 300 - 64 2.752 1.58 278.20

R1 Rings for Column E 8 528 528 75 32 2.262 0.39 28.58

R2 Small Column Rings E 8 528 396 75 44 1.998 0.39 34.72

B1 , B2 Bottom of Slab A 16 7450 - - 40 7.45 1.58 470.70T1,T2 Top of Slab A 16 7450 - - 40 7.45 1.58 470.70

M1 Top of Main Beam C 16 6410 100 16 6.61 1.58 167.05

M2 Bot Of Main Beam C 16 6410 100 16 6.61 1.58 167.05

R3 Ring for beams E 8 520 760 75 216 2.71 0.39 231.15

Top of Sec Beam, If applicable C 16 6490 100 0 6.69 1.58 0.00

Bot Of Sec Beam, If applicable C 16 6490 100 0 6.69 1.58 0.00

Ring for Sec beams, If applicable E 8 0 0 75 0 0.15 0.39 0.00

C1 Chairs C1 D 16 500 359 200 24 1.618 1.58 61.34

Side Bars for high P beam A 16 6410 100 - 8 6.61 1.58 83.53Total Weight of steel 1993.03 K

Add 5% wastage 2092.68

Alternate Sizes of rebars allowed with Qty for each

Column B -

Notes:

1. Dimensions of Bars are along the center Lines.

2. All dimensions are in mm unless otherwise stated.

3. Bending of bars to be done as per IS 2502-1963.4. Splicing of bars should not be more than 50%. Length of splice as per Standards

5. A clear cover of size as described above is to be provided to main rebars.


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Site Name Square Tower , 40M, 160 kmph Soil Bearing Capacity 7.5 T/SqM











cc_tower Tower Base Width, Back to back of tower legs 6000 mm

cc_colums Center to center distance of Twr Leg Colums 5890 mm








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Excavation , assuming vertical digging 127.90 Cum


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160 kmph RAFT FOUNDATIONHeight of Tower 40.00 Meters Cover For Column 40 mm




Name mm mm mm mm Or total for 4 Meters Kg/M in all BeamBeam/Colum Column/slab

P1 COLUMN B 16 2552 300 - 64 2.852 1.58 288.31






R3 Ring for beams E 8 520 760 75 216 2.71 0.39 231.15




C1 Chairs C1 D 16 500 359 200 24 1.618 1.58 61.34

Side Bars for high P beam A 16 6410 100 - 8 6.61 1.58 83.53Total Weight of steel 1968.96 Kg



Column B -

Notes:



3. Bending of bars to be done as per IS 2502-1963.

4. Splicing of bars should not be more than 50%. Length of splice as per Standards


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s_Column Side of (square)Column, for tower, width or depth 600 mmd_column_slab.end Distance from end of Slab to center of column 555 mm



d_s.beam_asb Depth of secondary Beam above Slab Bottom, If applicable 0 mm

W_s.Beam Width of Secondary Beam, If applicable 0 mm

LADDER FOUNDATION NOT APPLICABLE

s Col stairs Side of ( square) Column for staircase 450 mm


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160 kmph RAFT FOUNDATION

Height of Tower 40.00 Meters Cover For Column 40 mmSBC of Soil 10.00 T/SQM Cover For Beam 40 mm

Cover For Slab 25 mm



Name mm mm mm mm Or total for 4 Meters Kg/M in all Beam

Beam/Colum Column/slab

P1 COLUMN B 16 2552 300 - 64 2.852 1.58 288.31


R2 Small Column Rings E 8 528 396 75 44 1.998 0.39 34.72B1 , B2 Bottom of Slab A 16 6950 - - 40 6.95 1.58 439.11

T1,T2 Top of Slab A 16 6950 - - 40 6.95 1.58 439.11



R3 Ring for beams E 8 520 760 75 216 2.71 0.39 231.15




C1 Chairs C1 D 16 500 359 200 24 1.618 1.58 61.34

Side Bars for high P beam A 16 6410 100 - 8 6.61 1.58 83.53

Total Weight of steel 2030.63 Kg



Column B -

Notes:




4. Splicing of bars should not be more than 50%. Length of splice as per Standards



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apes o arsShape

SHAPE DESCRIPTION Name

a A

b Ba

Cb a b

Db a b

c c

a Ec c b

b

a

Fb


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a

b


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RAFT FOUNDATION160kmph Height of Tower 40.00 Meters Cover For Column 40 mm




Name mm mm mm mm Or total for 4 Meters Kg/M in all Beam

Beam/Colum Column/slab

P1 COLUMN B 16 2552 300 - 64 2.852 1.58 288.31






R3 Ring for beams E 8 520 760 75 216 2.71 0.39 231.15




C1 Chairs C1 D 16 500 309 200 24 1.518 1.58 57.55

Side Bars for high P beam A 16 6410 100 - 8 6.61 1.58 83.53Total Weight of steel 2158.57 Kg

Add 5% wastage 2266.50Alternate Sizes of rebars allowed with Qty for each

Column B -

Notes:




4. Splicing of bars should not be more than 50%. Length of splice as per Standards5. A clear cover of size as described above is to be provided to main rebars.


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160Kmph Found Detail AUG 2