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Aliem Sudjatmiko
Universitas Muhammadiyah Surakarta
Economics, Econometrics & Finance Education

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Bantuan Komputer dan Pelatihan Program Microsoft Word Bagi Guru dan Murid Madrasah Ibtidaiyah Muhammadiyah di Sukoharjo Dan Boyolali Nugroho, Muhammad Siam Priyono; Setyowati, Suryaning; Sudjatmiko, Aliem; Fadlilah, Umi
WARTA WARTA Volume 13., No. 1., Maret 2010
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (111.298 KB) | DOI: 10.23917/warta.v13i1.3214

Abstract

These community service activities program is a complete infrastructure ofteaching and learning activities like computer device, gives additional knowledgeand skills for teachers and students in computer field and use of simple applicationprograms so they can complete task or job use computer facilities and be motivatedto always follow the developments and advances in information technology, andencourage other parties to participate to provide assistance for other physical facilities. The problem faced by Islamic Elementary School Muhammadiyah and Islamic Elementary School Sraten Al Islam 2 Ngesrep Ngemplak Boyolali (Madrasah Ibtidaiyah Muhammadiyah Sraten and Madrasah Ibtidaiyah Al Islam 2 Ngesrep Ngemplak Boyolali ) is the absence of computers as a learning tool so that needs help and assistance are in the form of some form of computer training. Because of the availability of a number of computers that are not used in the Department of Architecture, Digital Architecture Laboratory FT-UMS and the availability of skilled human resource in the field of computers and training programs, so community service activities be held is in the form of computer assistance and training to Islamic Elementary School (Madrasah Ibtidaiyah ) teachers and students. Results of the Community Service activity is the availability of facilities or learning tool are in the form of computers and knowledge from training activities so its help teachers and students to know, study simple application program, and continue to develop skills independently through these facilities.
TRAINING RENOVASI DAN PERAWATAN POMPA HIDRAM DI DESA KARANG PELEM, KECAMATAN KEDAWUNG, SRAGEN Sudjatmiko, Aliem; Wiqoyah, Qunik; Ujianto, Mohammad
WARTA WARTA Volume 10, Nomor 1, Maret 2007
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (52.896 KB) | DOI: 10.23917/warta.v10i1.3202

Abstract

Technological Pump the Hidram technology pump to use the basework style of grafitasi earth and designed in such a way till work the pumpwork automatically without there external energi for example energi oil.Constraint which often bother the [job/activity] pump the hidram  is notoptimal is component function pump the effect stuffing up of dirt andcomponent damage pump. The pump Hidram equiped some kinds ofspillway, for example functioning water spillway to arrange awaking ofcurrent and awaking of pressure irrigate the , air-trap to arrange awakingof air composition in water. Especial benefit air good for condition of[isnature of water from nature of water which incompresible become semiincompresible so that punching influence irrigate the/hummer water notdestroy the material pump specially save the tekan.Tabung depress tofunction to catch and maintain the yielded water pressure. Component pumpthe hidram consisted of the Reservoir concentration, fast pipe, spillway oflimbah,balance weight, air spillway, spillway depress and save to depressand also other supporter that is pipe between. In course of evaluation[done/conducted] repair problem of water spillway using rubber of vehiclerut/rubber konveyor, and if/when reckoned from a economic side pumpthis very efficient because energi used to create the pressure irrigate tocome from laboring earth gravitation style air.Benefit from spillway irrigateand also air spillway can be arranged in such a way till work the pump canwork automatically and will labour on during balance constraint workthe pump not annoyed. From repair result got a technical age spillwaymount and stay more 6 month;moon and loss / water leakage causing tolessen the pressure can be avoided. To the condition of in such a way tillwork the pump automatically [done/conducted] a trial and error
Bantuan Komputer dan Pelatihan Program Microsoft Word Bagi Guru dan Murid Madrasah Ibtidaiyah Muhammadiyah di Sukoharjo Dan Boyolali Muhammad Siam Priyono Nugroho; Suryaning Setyowati; Aliem Sudjatmiko; Umi Fadlilah
WARTA LPM WARTA Volume 13., No. 1., Maret 2010
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/warta.v13i1.3214

Abstract

TRAINING RENOVASI DAN PERAWATAN POMPA HIDRAM DI DESA KARANG PELEM, KECAMATAN KEDAWUNG, SRAGEN Aliem Sudjatmiko; Qunik Wiqoyah; Mohammad Ujianto
WARTA LPM WARTA Volume 10, Nomor 1, Maret 2007
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/warta.v10i1.3202

Abstract

Technological Pump the Hidram technology pump to use the basework style of grafitasi earth and designed in such a way till work the pumpwork automatically without there external energi for example energi oil.Constraint which often bother the [job/activity] pump the hidram  is notoptimal is component function pump the effect stuffing up of dirt andcomponent damage pump. The pump Hidram equiped some kinds ofspillway, for example functioning water spillway to arrange awaking ofcurrent and awaking of pressure irrigate the , air-trap to arrange awakingof air composition in water. Especial benefit air good for condition of[isnature of water from nature of water which incompresible become semiincompresible so that punching influence irrigate the/hummer water notdestroy the material pump specially save the tekan.Tabung depress tofunction to catch and maintain the yielded water pressure. Component pumpthe hidram consisted of the Reservoir concentration, fast pipe, spillway oflimbah,balance weight, air spillway, spillway depress and save to depressand also other supporter that is pipe between. In course of evaluation[done/conducted] repair problem of water spillway using rubber of vehiclerut/rubber konveyor, and if/when reckoned from a economic side pumpthis very efficient because energi used to create the pressure irrigate tocome from laboring earth gravitation style air.Benefit from spillway irrigateand also air spillway can be arranged in such a way till work the pump canwork automatically and will labour on during balance constraint workthe pump not annoyed. From repair result got a technical age spillwaymount and stay more 6 month;moon and loss / water leakage causing tolessen the pressure can be avoided. To the condition of in such a way tillwork the pump automatically [done/conducted] a trial and error
ANALYSIS OF THE BEARING CAPACITY OF PILE FOUNDATIONS IN THE DESIGN AND CONSTRUCTION PROJECT OF AN ACCESS BRIDGE ACROSS THE CISADANE RIVER IN THE PIK-2 EXTENTION AREA Muhammad Rizki Aulia; Aliem Sudjatmiko
Jurnal Ekonomi Vol. 12 No. 3 (2023): Jurnal Ekonomi, 2023, September
Publisher : SEAN Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

A bridge is defined as a building construction structure that connects two tracks cut off due to rivers, lakes or other crossings. Bridges have an important role in facilitating the flow of vehicles. In construction definitely requires a foundation. The foundation is a construction that functions as a support above it. In general, bridges have two structural parts : the upper structure receiving direct loads and the lower structure carrying all the loads above it. The upper structure consists of a curb, vehicle floor plate (slab), main beam and diaphragm beam. While in the lower structure there are abutments and pillars, the construction of a bridge definitely requires analysis and calculation, the purpose of making a journal is to calculate the carrying capacity of pilecap foundations, piles, with soil carrying capacity using NSPT and get results on each calculation of the maximum load of piles with qualified soil that is greater than Qall da=with example P1 which is 47.279 tons/pole < Qall = 47.28 tons ( OK), P2 which is 47.274 tons/pole < Qall = 47.28 tons (OK), P3 which is 47.268 tons/pole < Qall = 47.28 tons (OK). From these calculations, it can be concluded that the pilecap with 45 piles with a diameter of 80 cm is able or safe to support the construction on it.
Co-Authors Muhammad Rizki Aulia Muhammad Siam Priyono Nugroho Muhammad Ujianto Qunik Wiqoyah Suryaning Setyowati Umi Fadlilah Umi Fadlilah, Umi