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Gambar 10.a-d. Pekerjaan Beton Bertulang: Segmen atas Kolom Teras, dimensi 50x50 cm,

Pekerjaan Beton Bertulang Pelat Atap (Dak), t = 10 cm.

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Gambar 11.a-e. Pekerjaan Beton Bertulang Kolom Struktural Lantai II, dimensi 40x40 cm,

Mutu beton K250 (kg/cm2)

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]

Gambar 12.a-h. Pekerjaan Beton Bertulang Balok Struktural Lt. II, Dim. 25x40 cm dengan L=7.0

m, Balok Struktural Lt.II, Dim. 20x30 cm L=4.0 5.0 m, dan Ringbalk (Blk Tepi)

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Gambar 13.a-h. Pek. Bekisting & Pembesian/Penulangan Pelat Talang Beton Bertulang Lantai 2

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Gambar 14.a-e. Detail Konfigurasi Tulangan Pelat (Kantilever) Talang Beton Bertulang, t = 10

cm. Tulangan tarik (negatif) =10 15 cm, tulangan bagi10 15 cm.

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Gambar 15.a-e. Pekerjaan Susunan Dinding Bata Batu Campuran 1:3 (Traasram) dan Cam-

puran 1 semen : 5 pasir.

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Gambar 16.a-f. Pekerjaan Plesteran Dinding Bata Batu Campuran 1 semen: 3 pasir

(traasram) dan Campuran 1 semen : 5 pasir (plesteran biasa)

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Gambar 17.a-h. Pekerjaan Pemasangan Rangka Kuda-kuda dan Reng Baja Ringan dan Peker-

jaan Lapis Penutup Atap Genteng Metal

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