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Djaenudin Hadiyana

Indo Global Mandiri University

Author-ID : 2742706

Civil Engineering, Building, Construction & Architecture Education Social Sciences

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Articles

PEMBANGUNAN/RENOVASI TEMPAT WUDHU MASJID NURUL IMAN DI KOMPLEK KANWIL KEHUTANANPROV. SUMATERA SELATANPALEMBANG Djaenudin Hadiyana; Norma Puspita
Jurnal Abdimas Mandiri Vol 1, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Dalam rangka meningkatkan fungsi masjid sebagai tempat ibadah dan pembinaan umat khususnya, dimana kehidupan masyarakat yang sudah begitu majemuk dan ramai, dan untuk meningkatkan ketakwaan dalam melaksanakan ibadah (shalat berjama’ah) dengan sebaik-baiknya, memakmurkan masjid mempunyai pengaruh positif bagi pembinaan masyarakat dalam rangka peningkatan kualitas hidup masyarakat dan negara. agar syi’ar keagamaan semakin menggema karenanya membutuhkan beberapa perbaikkan karena tidak memadainya kondisi fisik bangunan, maka perlu adanya renovasi ruang wudhu yang refresentatif, merupakan program pengurus Masjid Nurul Iman Komplek Kanwil Kehutanan Prov. SumSel – Palembang, untuk terciptanya suasana ibadah yang khusuk dan nyaman. Adapun yang dilakukan dalam kegiatan dimulai dengan rapat Koordinasi dengan pengurus Masjid Nurul Iman Komplek Kanwil Kehutanan Prov. SumSel – Palembang dan warga sekitar masjid, penyusunan dan perhitungan dalam pembuatan Analisa Harga Satuan (AHS) agar teralisisir dan terlaksana tepat waktu.Masjid sebagai pusat kegiatan dan pengembangan masyarakat. Dan disamping itu kita harus bisa memposisikan Masjid sebagai wadah pemersatu kaum muslimin.Kata kunci : Bersuci, Bersih, Refresentatif, Ibadah Khusuk.

ANALISIS PERBANDINGAN GELAGAR INDUK JEMBATAN KONSTRUKSI BALOK BETON KONVENSIONAL DENGAN GIRDER BAJA KOMPOSIT JEMBATAN AIR PEDU OKI Sartika Nisumanti; Djaenudin Hadiyana
Jurnal Tekno Global Vol 5, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Economic conditions in South Sumatera Province are developing, the Government made policy by opening a new alternative rute from Palembang to Kayu Agung, Ogan Komering Ilir Regency, so the vehicles going towards Kayu Agung or otherwise can use this rute. Therefore, the construction of Air Pedu bridge that connects Jakabaring Palembang - Jejawi road with a length of 25 meters were done. The problem is the construction of the Pedu Water Bridge are use 5 prestress precast girder beams that are 1.25 meters high so that the mobilization to the location is quite difficult, so it is try to be re-planned by using conventional concrete beams which are casted on the spot and also try to be re-planned by using composite steel. Thus the bridge is planned by using conventional concrete beams and steel girder beams. The aims to compare the results of the calculation of the longitudinal girder of Air Pedu Bridge using material and concrete prestress calculation method by re-planning using the method of calculation of conventional concrete beams and steel girder beams by re-planning both methods with reference to applicable planning standards.The result is the loading of conventional concrete beams by using the quality of concrete fc’= 4000 psi and reinforcing steel fy = 40000 psi gained a moment Mu=3879,6 k-ft, and rmax = 0,0371. Loading girder beam with steel profile Bj 37 with ¦y = 240 Mpa and ¦u = 370 MPa got the total moment Mtot = 394,01 t.m. From the results of calculations Conventional concrete beams and steel girder beams still allow for bridges with short spans, especially spans 25 meters.Keywords : conventional concrete girder, composite steel grider, prestressed concrete

PENINGKATAN KAPASITAS DAN KINERJA SIMPANG BERSINYAL DALAM PERENCANAAN FLYOVER SIMPANG TANJUNG API-API – PALEMBANG Djaenudin Hadiyana
Jurnal Tekno Global Vol 6, No 2
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

In general the intersection is vulnerable to jamming because of frequent conflicts between vehicles, the second meeting of the conflict is the path of the vehicle. One of Tanjung Api-Api KM 9 Palembang is one intersection signals that are pretty solid. Research needs to be done for it to provide. The capacity of the junction (C) and volume (V) vehicles that operate on the junction parameters to find out the level of service the junction. Geometric intersection data, the volume of the vehicle, the condition of the city and the junction is analyzed using Manual Indonesia road capacity (MKJI) 1997 and Bina Marga (BM/2013) to get the capacity of the junction and the junction service levels from a year 2016-2021.　The results of the analysis of the capacity of Tanjung Api-Api KM 9 Palembang at peak morning is 3365 smp/hour, at peak lunch is 3304 smp/hour and at the peak of the afternoon was 3196 smp/hour. While the road level of service (Level of Service/LOS) on Tanjung Api Api KM 9 Palembang at peak hours in the morning at Jln. Kol. H. Burlian with level of service "F" belongs to a standstill, the queue length (volume of the vehicle exceed the capacity of the flow has experienced congestion). At the Summit lunch at Jln. Kol. H. Burlian with level of service "F" belongs to a standstill, the queue length. At peak hours in the afternoon at Jln. Kol. H. Burlian "F" belongs to a standstill, the queue length. Certain management application needs to be done on each foot of the intersection of LOS his being in the critical zone, Kol. H. Burlian (Polda) to Kol. H. Burlian (KM 12) as well as vice versa.Keywords: Crossing Signals, capacity, Level of Service / LOS

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