Social Anxiety Pada Mahasiswa Yang Mengalami Adiksi Media Sosial

Social anxiety is a form of anxiety and feardirected at the social environment. Discomfort to the individual, becauseindividuals have to deal with people who are not recognized who caninfluential in the fear of receiving humiliation. Number of participantsin this study as many as 104 student respondents with the aim tofind out students who experience social anxiety. This researchusing the Social Anxiety Scale for Adolescents. Based on the resultsdata collection using descriptive statistics explained that the levelSocial Anxiety in men and women is the same, both do not have itsignificant difference. Men and women who use the mediasocial Instagram has Social Anxiety to the same degree. Limitations onthis study, research was only conducted on students while SocialAnxiety does not only happen to students but can happen to anyonejust.Social Anxienty merupakan suatu bentuk rasa cemas dan rasa takut yangdiarahkan pada lingkungan sosialnya. Ketidaknyamanan pada individu, karenaindividu harus berhadapan dengan orang yang tidak dikenali yang bisaberpengaruh dalam kekhawatiran akan menerima penghinaan. Jumlah partisipanpada penelitian ini sebanyak 104 responden mahasiswa dengan tujuan untukmengetahui mahasiswa yang mengalami social anxiety. Penelitian inimenggunakan skala Social Anxiety Scale for Adolescent. Berdasarkan hasilpengumpulan data menggunakan descriptive statistic menjelaskan bahwa tarafSocial Anxiety pada laki-laki dan perempuan sama, keduanya tidak memilikiperbedaan yang signifikan. Laki-laki dan perempuan yang menggunakan mediasosial Instagram memiliki Social Anxiety pada taraf yang sama. Keterbatasan padapenelitian ini, penelitian hanya dilakukan pada mahasiswa sedangkan SocialAnxiety tidak hanya terjadi pada mahasiswa saja melainkan bisa terjadi pada siapasaja

Shear behaviour and strength of LiteSteel beams with web openings

Abstract: The LiteSteel Beam (LSB) is a new cold-formed steel hollow flange channel beam recently developed in Australia. It is commonly used as a floor joist or bearer in buildings. Current practice in flooring systems is to include openings in the web element of floor joists or bearers so that building services can be located within them. Shear behaviour of LSBs with web openings is more complicated while their shear strengths are considerably reduced by the presence of web openings. However, no research has been undertaken on the shear behaviour and strength of LSBs with web openings. Therefore a detailed experimental study involving 26 shear tests was undertaken on simply supported LSB test specimens with web openings and an aspect ratio of 1.5. This paper presents the details of this experimental study and the results of their shear capacities and behavioural characteristics. Experimental results showed that the current design rules in cold-formed steel structures design codes are very conservative for the shear design of LSBs with web openings. Improved design equations have been proposed for the shear strength of LSBs with web openings based on the experimental results from this study