Building Structure & UtilityWeek : 01Yohannes FirzalTSS 1214STRUKTUR BANGUNAN(Building Structure & Utility)Program Studi S1 Teknik SipilUniversitas Riau, 2009

Tujuan Pembelajaran UmumSetelah mengikuti mata kuliah ini mahasiswa/i dapat mengenali konsep struktur bangunan, mampu menganalisa serta merencanakan suatu struktur bangunan sederhana. Mata kuliah TSS 1214 STRUKTUR BANGUNAN (Building Structure & Utility) membahas mengenai konsep sistem struktur bangunan secara umum, komponen-komponen pembentuk, utilitas dan faktor fisika bangunan, keamanan, kenyamanan serta perawatan bangunan serta pengenalan metode pelaksanaan pekerjaan fisk dan aplikasi di lapangan.

Sistem Penilaian (tentative)

ReferensiDaniel L. Schodek. , 1995, STRUCTURES, Terjemahan, Penerbit Erasco, Bandung

Frick, Heinz., 1980, KONSTRUKSI BANGUNAN 1&2, Penerbit Kanisius, Jogja

Frick, Heinz., 1999, ILMU BAHAN BANGUNAN, Penerbit Kanisius, Jogja

Frick, Heinz , & Pujo, L Setiawan., 2001, ILMU KONSTRUKSI STRUKTUR BANGUNAN, Penerbit Kanisius, Jogja

HANDBOOK OF MECHANICAL ELECTRICAL (MEE)

Hegel, Hendrich., STRUCTURAL SYSTEM

Lin, TY, 1981, STRUCTURAL CONCEPTS & SYSTEM FOR ARCHITECTS & ENGINEERS, John Willey & Sons, NY

Poerbo, Hartono. , 1995, UTILITAS BANGUNAN, Penerbit Djambatan, Jakarta

Suryatmo, F., 1993, TEKNIK LISTRIK INSTALASI PENERANGAN, Penerbit Rieneka Cipta, Jakarta

Silabus

Sistem UjianYang dimaksud dengan ujian adalah Ujian Tengah Semester (minggu ke-8) dan Ujian Akhir Semester (minggu ke-16)

Materi dan tema UTS/UAS ditentukan kemudian oleh pengajar, intinya merupakan pengujian terhadap materi perkuliahan yang telah diberikan. Ujian akan berbentuk essay, uraian, argumentasi, analisa dan atau bentuk dasar perencanaan.

KONSEP KONTRUKSI DALAM STRUKTUR BANGUNAN

Sistem Struktur Bangunan Bawah

Sub Struktur BUILDINGSUB SYSTEMLOADJUNCTION INTERFACEFOUNDATIONEARTH

FOUNDATION SYSTEMShallowDeepCellularCaissonMatFootingPile Flat Ribbed Slab Spread Combination

Pondasi Batu Kali / Batu Belah Menerus

Pondasi Bata Menerus

Sloof

Pondasi Tapak / Setempat

Footing

Definition

Footings are structural members used to support columns and walls and to transmit and distribute their loads to the soil in such a way that the load bearing capacity of the soil is not exceeded, excessive settlement, differential settlement, or rotation are prevented and adequate safety against overturning or sliding is maintained.

Wall footings are used to support structural walls that carry loads for other floors or to support nonstructural walls.

Types of Footing

Isolated or single footings are used to support single columns. This is one of the most economical types of footings and is used when columns are spaced at relatively long distances.

Combined footings usually support two columns, or three columns not in a row. Combined footings are used when tow columns are so close that single footings cannot be used or when one column is located at or near a property line.

Cantilever or strap footings consist of two single footings connected with a beam or a strap and support two single columns. This type replaces a combined footing and is more economical.

Continuous footings support a row of three or more columns. They have limited width and continue under all columns.

Rafted or mat foundation consists of one footing usually placed under the entire building area. They are used, when soil bearing capacity is low, column loads are heavy single footings cannot be used, piles are not used and differential settlement must be reduced.

Pile caps are thick slabs used to tie a group of piles together to support and transmit column loads to the piles.

When the column load P is applied on the centroid of the footing, a uniform pressure is assumed to develop on the soil surface below the footing area. However the actual distribution of the soil is not uniform, but depends on may factors especially the composition of the soil and degree of flexibility of the footing.Distribution of Soil Pressure