ANALISA KAPASITAS PENAMPANG KOLOM DENGAN VARIASI PENYIMPANGAN YANG MUNGKIN TERJADI DALAM PEMBUATAN KOLOM
Abstrak (Abstracts)
Columns are the most important structural element in structural safety observation. (Nawy, 1990). However, there are often some deviation happened in the field in making columns such as steel bar columns tilting and sloping columns. The purpose of this final project is to know the difference in column cross section capacity due to these deviations.
Deviation variation are divided into two types, namely steel bar columns tilting deviation which results in a shift of reinforcement from the plan column cross section as far as 10mm, 20mm and 30mm, and sloping column deviations due to formwork sloping at 0.2 °, 0.4 °, 1 °, 2 ° and 3 ° which will be analyzed in the upper and lower sections.
From the calculation results, in general the M-N interaction diagram has decreased capacity, except in conditions C> Cb, Mn has increased. Percentage reduction in upper section capacity in the condition of sequential maximum steel bar columns tilting at M = 0, C> Cb, C = Cb, C Cb, Mn mengalami peningkatan. Persentase penurunan kapasitas penampang atas pada kondisi penyimpangan tulangan miring maksimum secara berurutan pada M=0, C>Cb, C=Cb, CKeyword : Penyimpangan Kolom, Pn, Mn
Nilai Properti
: KENNY GILBERT OBRIEN,
: 922016010,
: Politeknik Negeri Balikpapan,
: TEKNIK SIPIL,
: 2019,
: Indonesia,
: Tugas Akhir,
: Prepustakaan Poltekba,
