Perencanaan Tangga - Spada UNS

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Perencanaan Tangga Dr. Eng. Halwan Alfisa Saifullah Jurusan Teknik Sipil - Universitas Sebelas Maret Perancangan Struktur Beton [email protected] Perancangan Struktur Beton

Transcript of Perencanaan Tangga - Spada UNS

Perencanaan TanggaDr. Eng. Halwan Alfisa Saifullah

Jurusan Teknik Sipil - Universitas Sebelas Maret

Perancangan Struktur Beton

[email protected]

Perancangan Struktur Beton

Jenis Tangga

Straight flight stairsQuarter-turn stairs

Half-turn stairs Branching stairs

Jenis Tangga

Open-well (half turn) Open-well with

quarter turn landingGeometrical stairs

Istilah Teknik

Building Type Max. Rise (R) Min. Going (G)

Public 15 cm 30 cm

Domestic 19 cm 25 cm

For comfort: (2 x R) + G = 60 cm

• Transversely supported

(transverse to the direction of

movement)

• Longitudinally supported (in

the direction of movement)

Pembebanan

• Dead load includes own weight of the

step, own weight of the waist slab, and

surface finishes on the steps and on the

soffit.

• Live Load is taken as building design live

load plus 150 kg/m2, with a maximum

value of 500 kg/m2.

Perancangan Struktur Beton

Desain Geser dan Lentur

• Since the step is not rectangular, an

equivalent rectangular section can be

used with an average height equals to

Perancangan Struktur Beton

Transversely supported Stairs

Perancangan Struktur Beton

1. Simply Supported

Example 1

Design a straight flight staircase in a residential building supported

on reinforced concrete walls 1.5 m apart (center-to-center) on both

sides and carries a live load of 300 kg/m2. The risers are 16 cm

and goings are 30 cm. Goings are provided with 3 cm thick marble

finish while 2 cm thick plaster is applied to both the risers and

bottom surfaces of the slab.

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Transversely supported Stairs

2. Cantilever Stairs

Example 2

Perancangan Struktur Beton

Redesign the stair shown in Example 1 if it is a cantilever

type of a clear span of 1.6 m. In addition, a concentrated

dead load of 100 kg on each step is applied at its free

end.

Example 2

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Longitudinally supported Stairs

Perancangan Struktur Beton

This type of stairs is designed as one-way slab supported at the top

and bottom of the flight, while the steps themselves are treated as

nonstructural elements.

Example 3

Perancangan Struktur Beton

Design the staircase. The risers are 15 cm and goings are 25 cm,

and story height is 3.3 m. Goings are provided with 3 cm-thick

marble finish on cement mortar that weighs 120 kg/m2, while 2 cm

thick plaster is applied to both the risers and bottom surfaces of the

slab. The landings are surface finished with terrazzo tiles on sand

filling that weighs 160 kg/m2. The stair is to be designed for a live

load of 300 kg/m2.

Use f’c = 250 kg/cm2, fy = 4200 kg/cm2, and plaster = 2.2 t/m3.

Example 3

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Example 4

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