1,944 research outputs found
Pada Notaris Dan Pejabat Pembuat Akta Tanah ( PPAT ) Triniken Tiyas Tirlin, S.H. PROSEDUR PERALIHAN HAK MILIK ATAS TANAH DALAM JUAL BELI
No full textIn practice the implementation of the Job�s authors chose a place in the Field Word Practive Notary and PPAT (Pejabat Pembuat Akta Tanah) Triniken Tiyas Tirlin, S.H., which is located at Jalan Kaliurang Km. 6,3, Sleman, Yogyakarta, on a recommendation by a friend that the Notary Triniken Tiyas Tirlin, S.H., Notary is one of the senior and very professional, it can be seen from the experience of the Triniken Tiyas Tirlin, S.H. working in the field, so i think it would be a lot of knowledge and experience which can be given to the author.
In this final writer lift procedure swiching land ownership in buying and selling, because the authors have based on observations of the author during an internship in the office of the Notary and PPAT Triniken Tiyas Tirlin, S.H. the office very often visited clients who want to enlist the services to be made a deed of agreement buying and selling land in particular. Thus the authors are very interested to learn and understand the procedures and processes of transfer of rights over land for sale.
the TA is the author discusses about the procedur transitional land ownership in the sale and purchase on the understanding that it includes buying and selling, understanding and agreement of sale with the procedures of ground objects began with the issuance of the certificate request to the tranfer of rights
Performance of glass fiber reinforced plastic bars as a reinforcing material for concrete structures
No full textThe increasing use of fiber reinforced plastic (FRP) bars to reinforce concrete structures necessitates the need for either developing a new design code or adopt the current one to account for the engineering characteristics of FRP materials. This paper suggests some modifications to the currently used ACI model for computing flexural strength, service load deflection, and the minimum reinforcement needed to avoid rupturing of the tensile reinforcement. Two series of tests were conducted to check the validity of the suggested modifications. The first series was used to check the validity of the modifications made into the flexural and service load deflection models. The test results of the first series were also analyzed to develop two simple models for computing the service load deflection for beams reinforced with glass FRP (GFRP) bars. The second series was used to check the accuracy of the modification suggested into minimum reinforcement model. Test results of the first series indicate that the flexural capacity of the beams reinforced by GFRP bars can be accurately predicted using the ultimate design theory. They also show that the current ACI model for computing the service load deflection underestimates the actual deflection of these beams. The two suggested models for predicting service load deflection accurately estimated the measured deflection under service load, and the simpler of the two pertains better predictions than those of the models available in the literature. Test results of the second series reveal that there is an excellent agreement between the predicted and recorded behavior of the test specimens, which suggests the validity of the proposed model for calculating the required minimum reinforcement for beams reinforced by GFRP bars.King Abdulaziz City for Science and Technology
(KACST), funded the research project AR-14-35 entitled "Glass Fiber Reinforced
Plastic Rebars: Properties and Applications in Concrete Structures."Corresponding Author:
Prof. Saleh Hamed Alsayed
Civil Engineering Deparatment, College of Engineering, King Saud University, P.O. Box 800
Riyadh-11421, Saudi Arabia.
Email: [email protected]
Author Correction: Long-range chiral exchange interaction in synthetic antiferromagnets
No full textIn the version of this Article originally published, the sentence ‘D.-S.H. wrote the paper with K.L., J.H. and M.K.’ in the author contributions was incorrect; it should have read ‘D.-S.H. wrote the paper with K.L., J.H., M.-H.J. and M.K.’ This has been corrected in the online versions of the Article
Sensitivity of compressive strength of HSC to hot-dry climate, curing regimes, and additives
No full textSeventy 152 mm (6 in.) concrete cubes and fifteen 152 × 305 mm (6 × 12 in.) cylinders of high-strength concrete were cast and tested. The influence of different curing methods on reducing the deleterious impact of adverse climatic conditions on the compressive strength was evaluated. Other variables considered in the study were the shape of the specimens. addition of silica fume, type of curing compound, curing period, and replacement of superplasticizer by retardant and plasticizer. It was found that, for concrete tested 28 days after casting, treatment with resin compound applied to the exposed surface of the specimen provided better protection to concrete than intermittent spraying of water. However, intermittent spraying of water with and without burlap covering also provided an acceptable means of protecting concrete against adverse climatic conditions. It was also found that adding 10 percent of silica fume to the concrete mix may increase the compressive strength of the concrete by 25 percent without influencing its sensitivity to hot weather effects. Conversely, replacing superplasticizer by an equivalent quantity of retardant and plasticizer (based on equal concrete slump) reduced the compressive strength by about 10 percent, but the concrete became less sensitive to adverse climatic conditions. Furthermore, for concrete tested 90 days after casting, it became visible that concrete cured by intermittent spraying of water with burlap covering had a higher compressive strength than that cured by water spraying with no burlap covering
Influence of superplasticizer, plasticizer, and silica fume on the drying shrinkage of high-strength concrete subjected to hot-dry field conditions
No full textThe effects of adding condensed silica fume (10% of cement weight) on the concrete mix, and those of adding either superplasticizer or plasticizer on the drying shrinkage (DS) of 12 high-strength concrete prisms exposed to either controlled laboratory or hot-dry field conditions, were monitored for over 3 years. The results indicate that for specimens cured under controlled laboratory conditions, inclusion of silica fume in the concrete mix reduces the 3-year DS by 25%, the induced shrinkage stress by 36% and the first month rate of DS by 21%. The corresponding reduction in the 3-year DS, the induced shrinkage stress, and the first month's rate of DS for the counterpart specimens cured under hot-dry field conditions are 13%, 26%, and 24%, respectively. The results also show that for specimens cured under laboratory conditions, replacing the superplasticizer by plasticizer increases the 3-year DS by 21%, the induced shrinkage stress by 27%, and the first month's rate of DS by 32%. The corresponding increase in the DS, the induced shrinkage stress, and the first month DS for the counterpart specimens cured under the hot-dry field conditions are 27% and 34%, and 35%, respectively. Furthermore, test results indicate that the range of the maximum recorded DS strains in 3-year exposure period is between 450 to 650 μm/m and is dependent on the concrete content of admixtures. On the other hand, depending on the curing conditions, 75 to 80% of the 3-year DS occurs within the first 3 months of exposure. © 1998 Elsevier Science Ltd
A systematic process for generating new blockchain-service business model ideas
No full textAs is the case with other emerging technologies, commercializing blockchain technology via business models can provide radical opportunities for innovation. Existing studies on blockchain-service businesses lack research on how to develop business model ideas systematically; this study proposes a methodical process for generating these new ideas. Blockchain technology features were organized from the perspective of idea generation and leveraged to solve customer requirements. Through workshops, six business ideas were generated and evaluated by 26 experts. The proposed process proved it could generate innovative and qualitative ideas and could, thus, help business planners who are looking to generate new blockchain-service business model ideas. © 2021, The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.11Nssciscopu
PENGENAAN KEWAJIBAN PAJAK DAERAH DAN PPH 23 ATAS JASA KATERING DI RSUD R. SYAMSUDIN S.H.
No full textThis Final Project Report was prepared by Angelia Rachel Aiena, Student
Identification Number 2041211011, with the title “IMPOSITION OF LOCAL
TAX OBLIGATIONS AND INCOME TAX 23 ON CATERING SERVICES AT
RSUD R. SYAMSUDIN S.H.” This report is prepared based on the results of
research conducted by the author at RSUD R. Syamsudin S.H. Prior to the issuance
of Law No. 28/2009, catering services were included in the Value Added Tax object.
After the issuance of the Act, catering services have been excluded from the object
of Value Added Tax and are subject to the object of Regional Tax in accordance
with the provisions of Law No. 1 of 2022 concerning Financial Relations between
the Central Government and Regional Governments and are subject to Income Tax
23 in accordance with the provisions of PMK No. 141/PMK.03/2015 concerning
Other types of services as referred to in Article 23 Paragraph (1) Letter C Number
2 of Law Number 7 of 1983 concerning Income Tax. The purpose of this research
is to find out how tax imposition, tax calculation and constraints on eating and
drinking in hospitals. The research method used in this research is a qualitative
research method with a descriptive method so that the results of this research are
based on direct observation through sources with interview, observation, and
documentation methods to find out how the imposition of local taxes and income
tax 23 on catering services at RSUD. R Syamsudin S.H and its constraints and
solutions. As PMK No. 141/PMK.03/2015 explains that Catering Services are
subject to an Income Tax 23 rate of 2% of the gross amount and are subject to local
tax rates as referred to in Law No. 1 of 2022 of 10% of the Tax Imposition Base
(DPP). The results of research at RSUD R. Syamsudin S.H in the imposition of local
tax obligations and Income Tax 23 on catering services are in accordance with
these regulations
Ductility of concrete beams reinforced with FRP bars and steel fibers
No full textA total of 18 concrete beams were tested to study the influence of adding steel fibers (SF) to concrete mix on the ductility of concrete beams reinforced with fiber reinforced plastics bars (FRP beams). The main variables in the study were the type and volume fraction of the steel fiber. The study also investigated the accuracy of an available model, developed originally to predict the flexural strength of concrete beams reinforced with SF and steel bars (SF-steel beams), after modification in estimating the flexural capacity of the fibrous FRP beams (SF-FRP beams). The results indicate that the ductility of FRP beams is less than 50% of that of the respective steel beams. The results also reveal that the ductility of SF-FRP beams is directly related to the fiber content. In addition, the test results show that inclusion of 1% of hooked SF can improve the ductility of FRP beams to be the same as that of the steel beams. Furthermore, comparison between the predicted and measured flexural capacity of SF-FRP beams shows that the modified model can predict the measured results within a reasonable accuracy
A Numerical Model for Predicting the Behavior of Rehabilitated and/or Strengthened RC Beams
No full textThe work presented herein uses the compatibility of deformations, equilibrium of forces, and a more rational stress-strain relationship for concrete in compression to suggest a numerical model that is capable of estimating, for any load level, the forces, moments, stresses, strains, and curvatures of the reinforced concrete beams before and after repairing, upgrading and/or strengthening. The model considers the variation of stresses, strains, and curvatures along the length of the beam. It also accepts different material properties, cross sectioal shapes, and loading and reinforcement configurations. Further, it takes into account effects of shrinkage and creep on the deflection and the strain of concrete and internal and external reinforcement. Thus, it can be used with different techniques that are available for rehabilitation and/or strengthening of reinforced concrete beams.The analytical prediction using the proposed model was checked against the published experimental data and found in good correlation with the corresponding measured results. It also accorded better prediction than other models available in the literature.It is believed that availability of such a model is of great value to the structural engineer especially through the design and decision process. It can be used to evaluate the strength and serviceability criteria of the existing damaged or undamaged structure. Then, if needed, the model can be utilized to help in selecting the type and size of the material that best fulfills the conditions to rehabilitate and/or strengthen the structure. This will, of course, influence the work strategy and may lead to appreciable saving in both time and cost
Effect of curing conditions on strength, porosity, absorptivity, ans shrinkage of concrete in hot and dry climate
No full textThis study is concerned with the effect of intermittent wet and dry curing methods on the strength, modulus of elasticity, porosity, absorptivity, and shrinkage of the concrete. The study was carried out in field conditions that are characterized by hot air temperature, low relative humidity, large diurnal variations, direct solar radiation, and relatively high wind speed. It was found that intermittent wet curing methods are suitable in the aforesaid severe conditions with regard the strength and the durability of the concrete. However, as far as the rate of shrinkage after stopping the curing process is concerned, neither the intermittent wet curing nor the dry methods are an acceptable technique of curing. Therefore, other methods to reduce the rate of shrinkage were advised. Further, and based on the results of this study, some recommendations about using the design guidelines that were formulated on the basis of experimental results carried out in relatively cold and humid climate conditions were discussed. © 1994
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