Ove Arup & Partners Hong Kong Ltd. Job No. Sheet No. Rev.Calculation Sheet

Member / Location 22nd Floor - Slab S28 - Strip Y2 Top.

Job Title Residential Development At Ho Man Tin Drg. Ref.

Typical 1-way Slab Design - Tower 2 Made by T.V. Date Chd. N.T.

Design Information:

Flange width, bf = mm

Web width, bw = mm

Section depth, D = mm

Flange depth, hf = mm

Top clear cover = mm

Bottom clear cover = mm

Concrete strength = Mpa

Rebar strength = MPa

Design Moment = kNm

Tensile Reinfrocement Compression Reinforcement (Not required)

As, req. = sq.mm > As, min

< As, max = sq.mm

Provide Provide

1st Layer = T 10 - 8 1st Layer = T 0 - 5

Spacing = mm Spacing = mm

2nd Layer = T 0 - 5 2nd Layer = T 0 - 5

Spacing = mm Spacing = mm

3rd Layer = T 0 - 5 3rd Layer = T 0 - 5

Spacing = mm Spacing = mm

4th Layer = T 0 5 As, prov. = sq. mm > As, req.

Spacing = mm = %

==> OK

As, prov. = sq. mm > As, req.

= %

==> OK

Shear Reinforcement

Design Element = (e.g. Slab or Beam) 1

With shear reinfrocement = (e.g. Yes or No)

vc = N/mm2

vmax. = N/mm2 OK!

Location =

av =

Shear froce =

v =

Enhanced vc =

Asv/sv, req. =

Bar size = T - 10 NO SHEAR LINKS IS REQUIRED

47.0

ARUP214807

3-Nov-12

1000

1000

250

0

40

35

45

460

200 200

618

10000

125 200

slab

200 200

0

200 0

628

0.251

no

0.622

5.367

1 2 3 4 5 6 7 8

0 500 1000 1500 2000 2500 3000 3500

1050.0 120.0 0 0 0 0 0 0

0.000 0.000

0.622 0.622 0.622

5.250 0.600 0.000 0.000 0.000 0.000

5.367 0.622 0.622 0.622 0.622

0.000 0.000 0.000 0.000 0.000 0.0000.000 0.000