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Tarmizi Tarmizi
Sekolah Tinggi Teknologi Pagar Alam
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Perencanaan Perhitungan Struktur Rumah 2 Lantai Kelurahan Pelang Kenidai Kecamatan Dempo Tengah Pagar Alam Sukri Herwanto; Tarmizi Tarmizi
JURNAL ILMIAH BERING'S Vol 3 No 01 (2016): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (936.638 KB) | DOI: 10.36050/berings.v3i1.115

Abstract

The technical planning and renovation of a two-story house in Pelang Kenidai Subdistrict, Dempo Tengah Subdistrict, Pagar Alam is an effort to improve the function and role of a two-story house, so evaluating the use of a two-story house is a first step in careful engineering planning to produce two-storey house design details the right and efficient way to meet the standards set. The selection of structural materials to be used for certain buildings is influenced by the height and span of the structure, availability of materials in the market, foundation conditions, local building regulations and architectural considerations. The frame building system consists of horizontal elements (beams), vertical (columns) and floor plates. Tall building frames can be viewed geometrically as a sum of portal frames. In this study, the results of the analysis showed that the diameter of the floor beam 30 x 15 = 8D14, roof diameter 30 x 15 = 4D12, column diameter 30 X 30 = 6D14, floor plate Ø10 sengkang 100, roof plate Ø10 stirrup 100, stair Ø100 stirrup 100 Analysis is also used by using the Staadpro application, by producing dimensions of 20 x 30 with a span of 4 m able to withstand the working load, the number of reinforcement over 4 D 16, and the bottom support of 2 D 12 and shear reinforcement 16 D 8 c / c 118 mm. On a 20 x 40 beam with a span of 4 m it is able to withstand the working load, the amount of support over 4 D 16, and reinforcement under 2 D 16 and shear reinforcement 11 D 8 c / c 167 mm. a 30 x 30 column with a height of 4 m is able to withstand the working load, the number of staples in the column is reinforced by 8 D 12.
Analisa Perhitungan Perencanaan Gedung Perkantoran STT Pagar Alam Dengan Metode Manual Dan Staad Pro 2007 Ardi Sudeni; Tarmizi Tarmizi
JURNAL ILMIAH BERING'S Vol 4 No 01 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (890.928 KB) | DOI: 10.36050/berings.v4i01.116

Abstract

Office building planning Pagar Alam Technology College is one of the efforts to improve the function and role of office buildings. The selection of structural materials to be used for certain buildings is influenced by the height and span of the structure, availability of materials in the market, foundation conditions, local building regulations and architectural considerations. The frame building system consists of horizontal elements (beams), vertical (columns) and floor plates. Tall building frames can be viewed geometrically as a sum of portal frames. In this study, the results of the analysis showed that the diameter of the floor beam 30 x 15 = 8 D 14, roof diameter 30 x 15 = 4 D 12, column diameter 30 X 30 = 6 D 14, floor plate Ø 10 sengkang 100, roof plate Ø 10 sengkang 100, ladder Ø 100 sengkang 100. The analysis uses the 2007 pro station which produces the dimensions of the roof beam 20 x 30, beam dimensions 20 x 40, column 30 x 30 number of reinforcement 8 D 12
Analisis Desain Struktur IPLT Kota Pagar Alam Ali Okta Akbar; M.Sang Gumilar; Tarmizi Tarmizi
JURNAL ILMIAH BERING'S Vol 4 No 02 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (707.181 KB) | DOI: 10.36050/berings.v4i02.151

Abstract

Building Analysis of IPLT in Padang Karet, Pagar Alam City have ponds, consist of Solid Saparation Chamber (SSC), anaerobic I, anaerobic II, facultative and maturation. SSC building structures include steel roof buildings, steel columns, short columns, cast walls and floor plates. Analysis of steel roofs, steel columns and short columns using SAAP 2000 programming while for studio plates, replace stiffener. Anaerobic columns I, anaerobic II, facultative ponds, ponds and maturation ponds are manually counted. Analysis of the research is done to determine the structure and cost to be used. Costs used in analysis with the Ms.Excel program. The parameters used in the analysis use fc '= 25 MPa, fy = 400 MPa, K-225 concrete and u-34 steel. Combination using SNI 03-1729-2002. Based on the analysis performed, pipe (6 ') is note safe so that pipe (10') are used. Budget plan costs more economically using the pipe (6 ').
Co-Authors Ali Okta Akbar Ardi Sudeni M.Sang Gumilar Sukri Herwanto