sump design sheet

DESIGN OF SUMP PROJECT :- house of p

DIMENTIONS

CAPACITY :- 4200 gal 19.09

LENGTH :- 7.1 m

WIDTH :- 1.8 m

1.5 m 2 m

TOP SLAB

Tslab tkness 175 mm udl for finishes:- 1.0

wall tkness:- 200 mm IL :- 10.0

Bslab tkness 250 mm other loads :- 0.00

135 mm

150 mm

200 mm

DL :- 5.2

IL :- 10.0 slab coeff. (T 3.15) :-

ser. Load :- 15.20 x-x = 0.086

ult. Load :- 23.28 y-y = 0.056

span xx :- 2.000 m

U 1

8.01 kNm 5.21 kNm

0.44 0.29

0.13 0.13

176 176

S 1

5.23 kNm 3.40 kNm

388 388

S 3

GIVE dia. of thermal r/f :- 10 mm

P = 0.0034

293

TANK FULL CONDITION

WALL

water pressure = 19.62

ult. water pressure = 27.47

total load (F) = 19.62 kN

ult. total load (F) = 27.47 kN

momant :- 0 kNm

2.34 kNm 5.23 kNm

3.28 kNm 7.32 kNm

U 1

3.28 kNm 7.32 kNm

0.15 0.33

0.130 0.130

195 195

S 1

2.34 kNm 5.23 kNm

0.10 0.23

0.0020 0.0020

300 300

m3

DEPTH(req) :- DEPTH(givan) :-

kN/m2

kN/m2

kN/m2

d Tslab :-

d wall :-

d Bslab :-

kN/m2

kN/m2

kN/m2

kN/m2

Mxx = MYY =

M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

Mxx = MYY =

As = mm2 As = mm2

As = mm2

kN/m2

kN/m2

MT =

Mmax (ser)= MB (ser)=

Mmax (ult)= MB(ult)=


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

S 3


P = 0.0034

335

BOTTOM SLAB

DL :- top slab :- 5.20

walls :- 13.37

IL :- 10.00

water load :- 19.62

total downward load :- 48.19

GIVE allow. B.P. :- 100

Bearing check is ok

ser. design load :- 28.57 slab coeff. (T 3.15) :-

ult. design load :- 42.00 x-x = 0.086

span xx :- 2.000 m y-y = 0.056

U 1

14.45 kNm 9.41 kNm

7.32 kNm 7.32 kNm

21.77 kNm 16.73 kNm

0.54 0.42

0.142 0.13

284 260

S 1

9.83 kNm 6.40 kNm

5.23 kNm 5.23 kNm

15.06 kNm 11.63 kNm

0.38 0.29

0.0033 0.0026

660 520

S 3


P = 0.0034

419

TANK EMPTY CONDITION

WALL

18.9

9.81

fric. angle= 30 deg

0.5

q = 10

water ht. = 1.0 m

force (F) = 9.1 4.91 10 kN

soil water surcharge

F = 9.1 9.81 5 kN/m

GIVE

momant :- 0 kNm

2.70 kNm 6.00 kNm

3.78 kNm 8.40 kNm

U 1

3.78 kNm 8.40 kNm

0.17 0.37

0.130 0.13

As = mm2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

Mxx = MYY =

MB(ult)= MB(ult)=

Mxx(total) = Myy(total) =

M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

Mxx = MYY =

MB (ser)= MB (ser)=


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

As = mm2

ysoil = kN/m3

yw = kN/m3

k0 =

kN/m2

MT =




M/bd2 = M/bd2 =

GIVE p = GIVE p =

195 195

S 1

2.70 kNm 6.00 kNm

0.12 0.27

0.0020 0.0024

300 360

S 3


P = 0.0034

335

BOTTOM SLAB


walls :- 13.37

bottom slab :- 6.00

IL :- 10.00


water load :- 19.62

Floating is not happening



span xx :- 2.000 m y-y = 0.056

U 1

14.45 kNm 9.41 kNm

-8.40 kNm -8.40 kNm

6.05 kNm 1.01 kNm

0.15 0.03

0.130 0.130

260 260

S 1

9.83 kNm 6.40 kNm

-6.00 kNm -6.00 kNm

3.83 kNm 0.40 kNm

0.10 0.01

0.0020 0.002

400 400

S 3


P = 0.0034

419

As = mm2 As = mm2


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

As = mm2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

Mxx = MYY =

MB(ult)= MB(ult)=


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

Mxx = MYY =

MB (ser)= MB (ser)=


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

As = mm2

summary

R/F reqd. R/F prov.

X-X Y-Y X-X Y-Y

U 1 176 176

TOP SLAB S 1 388 388

S 3 293 293

R/F reqd. R/F prov.

FF NF FF NF

U 1 Tfull 195 195

Tempty 195 195

WALL S 1 Tfull 300 300

Tempty 360 300

S 3 335 335

R/F reqd. R/F prov.

X-X Y-Y X-X Y-Y

U 1 Tfull 284 260

BOTTOM SLAB Tempty 260 260

S 1 Tfull 660 520

Tempty 400 400

S 3 419 419

FF NF X-X Y-Y

DESIGN OF SUMP PROJECT :- WATTALA

DIMENTIONS

CAPACITY :- 1000 gal 4.55

LENGTH :- 2 m

WIDTH :- 2 m

1.1 m 1.5 m

TOP SLAB

Tslab tkness 125 mm udl for finishes:- 1.0

wall tkness:- 150 mm IL :- 2.5

Bslab tkness 150 mm other loads :- 0.00

100 mm

110 mm

110 mm

DL :- 4.0

IL :- 2.5 slab coeff. (T 3.15) :-

ser. Load :- 6.50 x-x = 0.056

ult. Load :- 9.60 y-y = 0.056

span xx :- 2.150 m

U 1

2.49 kNm 2.49 kNm

0.25 0.25

0.155 0.155

155 155

S 1

1.68 kNm 1.68 kNm

343 343

S 3


P = 0.0034

209

TANK FULL CONDITION

WALL

water pressure = 14.72

ult. water pressure = 20.60

total load (F) = 11.04 kN

ult. total load (F) = 15.45 kN

momant :- 0 kNm

0.99 kNm 2.21 kNm

1.38 kNm 3.09 kNm

U 1

1.38 kNm 3.09 kNm

0.11 0.26

0.130 0.259

143 285

S 1

0.99 kNm 2.21 kNm

0.08 0.18

0.0027 0.0060

297 660

m3

DEPTH(req) :- DEPTH(givan) :-

kN/m2

kN/m2

kN/m2

d Tslab :-

d wall :-

d Bslab :-

kN/m2

kN/m2

kN/m2

kN/m2

Mxx = MYY =

M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

Mxx = MYY =

As = mm2 As = mm2

As = mm2

kN/m2

kN/m2

MT =




M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

S 3


P = 0.0034

251

BOTTOM SLAB


walls :- 10.80

IL :- 2.50

water load :- 14.72


GIVE allow. B.P. :- 100

Bearing check is ok



span xx :- 3.500 m y-y = 0.056

U 1

16.96 kNm 16.96 kNm

3.09 kNm 3.09 kNm

20.05 kNm 20.05 kNm

1.66 1.66

0.197 0.197

217 217

S 1

11.87 kNm 11.87 kNm

2.21 kNm 2.21 kNm

14.08 kNm 14.08 kNm

1.16 1.16

0.0046 0.0046

506 506

S 3


P = 0.0040

302

TANK EMPTY CONDITION

WALL

18.9

9.81

fric. angle= 30 deg

0.5

q = 10

water ht. = 1.5 m

force (F) = 5.1 11.04 7.5 kN

soil water surcharge

F = 6.8 14.72 5 kN/m

GIVE

moment :- 0 kNm

12.20 kNm 26.30 kNm

17.08 kNm 36.82 kNm

U 1

17.08 kNm 36.82 kNm

1.41 3.04

0.148 0.316

As = mm2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

Mxx = MYY =

MB(ult)= MB(ult)=


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

Mxx = MYY =

MB (ser)= MB (ser)=


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

As = mm2

ysoil = kN/m3

yw = kN/m3

k0 =

kN/m2

MT =




M/bd2 = M/bd2 =

GIVE p = GIVE p =

163 348

S 1

12.20 kNm 26.30 kNm

1.01 2.17

0.0034 0.0070

374 770

S 3


P = 0.0040

302

BOTTOM SLAB


walls :- 10.80

bottom slab :- 3.60

IL :- 2.50


water load :- 14.72

Floating is not happening



span xx :- 2.150 m y-y = 0.056

U 1

6.40 kNm 6.40 kNm

-36.82 kNm -36.82 kNm

-30.42 kNm -30.42 kNm

-2.51 -2.51

0.130 0.130

143 143

S 1

4.48 kNm 4.48 kNm

-26.30 kNm -26.30 kNm

-21.82 kNm -21.82 kNm

-1.80 -1.80

0.0020 0.0020

220 220

S 3


P = 0.0040

302

As = mm2 As = mm2


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

As = mm2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

Mxx = MYY =

MB(ult)= MB(ult)=


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

Mxx = MYY =

MB (ser)= MB (ser)=


M/bd2 = M/bd2 =

GIVE p = GIVE p =

As = mm2 As = mm2

As = mm2

summary

R/F reqd. R/F prov.

X-X Y-Y X-X Y-Y

U 1 155 155

TOP SLAB S 1 343 343

S 3 209 209

R/F reqd. R/F prov.

FF NF FF NF

U 1 Tfull 143 285

Tempty 348 163

WALL S 1 Tfull 297 660

Tempty 770 374

S 3 302 302

R/F reqd. R/F prov.

X-X Y-Y X-X Y-Y

U 1 Tfull 217 217

BOTTOM SLAB Tempty 143 143

S 1 Tfull 506 506

Tempty 220 220

S 3 302 302

FF NF X-X Y-Y

sump design sheet

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