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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

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Jenis Tangga

Straight flight stairs

Quarter-turn stairs

Half-turn stairs Branching stairs

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Jenis Tangga

Open-well (half turn) Open-well with

quarter turn landing Geometrical stairs

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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)

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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/m 2 , with a maximum

value of 500 kg/m 2 .

Perancangan Struktur Beton

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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

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Transversely supported Stairs

Perancangan Struktur Beton

1. Simply Supported

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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/m

2

. 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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Example 1

Perancangan Struktur Beton

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Example 1

Perancangan Struktur Beton

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Example 1

Perancangan Struktur Beton

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Example 1

Perancangan Struktur Beton

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Example 1

Perancangan Struktur Beton

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Example 1

Perancangan Struktur Beton

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Example 1

Perancangan Struktur Beton

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Transversely supported Stairs

2. Cantilever Stairs

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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.

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Example 2

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Example 2

Perancangan Struktur Beton

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Example 2

Perancangan Struktur Beton

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Example 2

Perancangan Struktur Beton

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Example 2

Perancangan Struktur Beton

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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.

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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/m

2

, 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/m

2

. The stair is to be designed for a live load of 300 kg/m

2

.

Use f’

c

= 250 kg/cm

2

, f

y

= 4200 kg/cm

2

, and plaster = 2.2 t/m

3

.

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 3

Perancangan Struktur Beton

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Example 4

Perancangan Struktur Beton

Referensi

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