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PENGARUH KOMPETENSI AUDITOR, SKEPTISISME PROFESIONAL, KOMPLEKSITAS TUGAS, DAN SELF-EFFICACY TERHADAP AUDIT JUDGEMENT (STUDI PADA KAP DI WILAYAH KOTA JAKARTA) Arnas, Azzahra Aliyya; DP, Emrinaldi Nur; Anggraini, Lila
Jurnal Online Mahasiswa (JOM) Bidang Ilmu Ekonomi Vol 13, No 1 (2026): Januari - Juni (2026)
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Ilmu Ekonomi

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Abstract

This study examines the influence of auditor competence, professional skepticism,task complexity, and self-efficacy on audit judgement in Public Accounting Firmsin Jakarta. This quantitative research employed a survey method involving 60auditors selected using purposive sampling. Data were analyzed using StructuralEquation Modeling (SEM) with SmartPLS 4. The results indicate that auditorcompetence and professional skepticism have a significant positive effect on auditjudgement, while task complexity and self-efficacy do not significantly affect auditjudgement. The model explains 42.7% of the variance in audit judgement. Thisstudy contributes to auditing literature and provides practical implications forimproving audit quality. Keyword: audit judgement; auditor competence; professional skepticism; selfefficacy; task complexity
Analysis of Column and Beam Minimum Reinforcement Requirements on the Building Structure of the Faculty of Psychology, University of Semarang Widorini, Trias; Crista, Ngudi Hari; Anggraini, Lila
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 2, No 1 (2021)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v2i1.8418

Abstract

In formulating the seismic design criteria for a building at ground level or determining the amplification of the peak earthquake acceleration from the bedrock to the ground for a site, the site must be classified first. Site class assignment must be carried out through field and laboratory soil investigations. Site Class consists of SA (hard rock), SB (rock), SC (medium soil), SE (soft soil) and SF (special soil). SNI 1726: 2019 with various classes of SB, SC, SD and SE sites. From the analysis results, it is found that the variation of soil site classes has an effect on the area of minimum reinforcement requirements, except for the logitudinal reinforcement requirements of the lower support beam for site class variations, the value is fixed. The variation of soil site classes has a significant effect on the area requirements of the longitudinal reinforcement in the column. The largest requirement for column longitudinal reinforcement is Soft Soil Site Class (E) and the smallest requirement is Rock Site Class (B).