Ultrasonographic Reference Values of Different Dimensions of Adrenal Glands in Healthy Dogs

Background: The present study was conducted to measure the dimensions of the adrenal glands in apparently healthy dogs for obtaining reference values via ultrasonographic modality.Methods: This study was carried out on 18 apparently healthy dogs divided into three groups of six each viz., Group I, II and III. Ultrasonographic examination was performed in all the animals in lateral recumbency. Ultrasound images of adrenal glands were reported in the sagittal plane and different measurements of both the adrenal glands were determined.Result: Both the adrenal glands were longest in Group III and shortest in Group I. Similarly, the cranial pole diameter and caudal pole diameter was thickest in Group III and thinnest in Group I. The measurements recorded during this study can be used as reference values.

STUDI EVALUASI PONDASI TIANG PANCANG (SPUN PILE) DENGAN PONDASI TIANG BOR (BORED PILE) PADA GEDUNG KANTOR PEMERINTAH KABUPATEN LAMONGAN

Foundation planning must be done carefully and correctly. The planning of this foundation aims to compare the axial forces acting with the carrying capacity of the foundation between the original foundation that spooked the spune pile and bored pile on the construction of the Lamongan Regency Government office building to obtain safe control. The carrying capacity of the foundation is planned to use Standard Penetration Test (SPT) data. The initial calculation of loading analysis includes dead load, live load and earthquake. These expenses are combined then analyzed with the Staad.Pro program. The reduction calculation uses a method of reduction in clay. Calculation of pile cap and foundation reinforcement using SNI 1726-2012. The output of the Staad.Pro program is obtained axial force in the column that is reviewed at 1260 kN. Carrying capacity of a single pole pole diameter of 40 cm with a depth of 20 m obtained compressive strength of 431.49 kN. Taking into account the efficiency figures obtained group carrying capacity (Qg) of 1715.52 kN> 1260 kN, so that it meets the requirements. The flexural reinforcement D16-125 mm is planned to hold the moment in the pile cap which occurs at 211.6 kN-m. The decrease in total (St) is the immediate total decrease (Si) and the decrease in consolidation (Sc) which is 1.673 <15 cm. The decrease in total (St) on the group pole meets the permitted conditions for the building based on the Geotechnical RSNI.

Pengaruh Dimensi Tiang Mini Dan Faktor Aman Terhadap Lendutan Pelat Terpaku Tiang Tunggal

[ID] Perkerasan Sistem Pelat Terpaku merupakan pengembangan Sistem Cakar Ayam yang berfungsi sebagai salah satu alternatif solusi untuk mengatasi permasalahan konstruksi jalan pada tanah lunak. Selain itu, kenaikan kapasitas dukung tanah dasar akibat pengaruh dukungan tiang-tiang pada pelat akan mengurangi kebutuhan tebal perkerasan beton dan memperkaku sistem perkerasan. Penelitian ini bertujuan untuk mempelajari pengaruh diameter tiang masif dan faktor aman terhadap lendutan pelat terpaku tiang tunggal. Dimensi struktur pelat terpaku dan data material mengacu pada Puri (2017). Sistem ini dibebani dengan pembebanan tekan sentris. Perhitungan lendutan dan gaya dalam pelat menggunakan metode BoEF, berdasarkan tambahan modulus reaksi tanah dasar ekivalen yang dibandingkan dengan lendutan hasil pengamatan. Hasil analisis menunjukkan bahwa besaran faktor aman mempengaruhi nilai lendutan hitungan. Lendutan hitungan meningkat dengan peningkatan faktor aman. Penggunaan faktor aman 1,0 memiliki pola lendutan mendekati lendutan pengamatan untuk tiang bulat. Analisis perhitungan lendutan dengan ukuran mini pile yang semakin besar menghasilkan lendutan pelat yang semakin kecil. Variasi SF tidak berpengaruh signifikan terhadap momen pelat. [EN] The Nailed-Slab Pavement System is the development from the pavement of the Cakar Ayam System which as an alternative solution to solve the problem of road construction in soft soil. In addition, the increase in bearing capacity of the subgrade due to the influence of the poles support on the plate will reduce the need for thick concrete pavement and strengthen the pavement system. This study aims to learn the effect of massive pole diameter and safe factors on the deflection of single-pile Nailed Slab. The dimensions of the Nailed-slab structure and material refer to Puri (2017). This system is burdened with press centric loading. Calculation of deflection and force in plates uses the BoEF method, based on the additional modulus of the subgrade equivalent reaction which is compared to the deflection observed. The results of the analysis show that the magnitude of the safe factor affects the value of the deflection calcutation. This deflection increases with an increase in safe factors. The use of the safe factor 1.0 has a deflection pattern that is closer to the observation deflection for the round pile. Analysis of the deflection calculation with the size of the mini pile which gets bigger results in a smaller slab deflection. SF variations have no significant effect on the plate moment.

Perancangan Generator 100 Watt Menggunakan Software Magnetik Infolityca

Perancangan generator menggunakan softawre merupakan hal yang sangat dibutuhkan sebelum melakukan pembuatan generator karena mampu mensimulasikan diameter, material, ketebalan, jumlah lilitan dan kecepatan putar generator sehingga nantinya ketika melakukan pembuatan generator bisa mencapai tingkat keberhasilan yang tinggi. Para peneliti sebelumnya ketika membuat generator langsung melakukan pembuatan tanpa ada simulasi terlebih dahulu sehingga hasil yang dicapi masih kurang dari target yang diingginkan. Software elektromgantik infolityca merupakan software yang mampu mensimulasi motor dan generator. Software infolityca merupakan software yang berbasis Fenite Element Methode (FEM) atau metode pembagan tak hingga. Adapun generator yang dirancang bertipe radial fluks dengan jumlah 12 slot 8 pole, diameter 13 centimeter, ketebalannya 5 centimeter serta menggunakan 12 lilitan diputar dengan 100 rpm dan frekuensi 66,6667 Hz. Didapatkan hasil dari rancangan generator tanpa beban tegangan outoput sebesar 21,65 volt, arus sebesar 0 ampere dan untuk rancangan generator berbeban didapatkan output tegangan sebesar 23,89, arusnya sebesar 5 Ampere.

Related Parameters Analysis in Vehicle Side Pole Impact

Passenger can be caused serious injury in vehicle side pole impact. Through China In-Depth Accident study (CIDAS) ,We extract some important parameters and carry on targeted research in side pole impact accident. Accident data show that: The method with vehicle lateral strike a diameter of 200mm ~ 300mm pole in the direction of 8 ~ 11 points and in the speed of less than 40km/h is in accordance with the Chinese actual accident situation. Research results show that: The important parameters of pole diameter, impact velocity, impact angle and impact point position within the CIDAS data range, The collision velocity has large effect on body structure, the collision point position and pole diameter has very little effect.The results are helpful for us to further understand the special side impact form.

OPTIMASI SUDUT UJUNG PIPA PENANGKAPAN GAS METANA PADA METODE ARROW SYSTEM

Drilling system on a pile of waste to get the methane gas is very difficult because the majority of waste that is made from plastic so it can get caught in the drill. Manual excavationis not allowed because it is very dangerous, while digging with heavy equipment has not been able to do because it requires a special tool that is able to push and pull waste surface. Makingholes with arrow system method that is larger arrowhead from the arrow shaft, is one alternative that can be tried to get a hole / gas extraction wells at the Landfill Supit Urang - Malang.Results hole larger than the arrow shaft is then filled with gravels as well extration methane in the landfill. The force required pile (arrow system) to the pole with pole diameter 26.7 cm and a maximum depth of 5.20 m (at point 1, the arrows point of 30˚ and 45˚) is a row of 63,087 kg and 79,717 kg . Optimum angle in terms of penetration force needs is the pole with arrowhead angle 30˚.