Because of applying feature provided by SAP2000 can reduce the time needed toĪll rights reserved. Wind load feature on the SAP 2000 is accurate enough to calculate wind loads based on SNI 1727:Ģ013. Nevertheless, there are no references that approve whether the ASCE 7-10 Load analysis based on SNI 1727: 2013 may be able to be performed by using the ASCE 7-10 wind However, the calculation method based on SNI 1727: 2013 isĬonsidering that the Indonesia standard SNI 1727: 2013 adopts the ASCE 7-10 standard, wind Provides a feature to calculate wind loads in accordance with the wind load calculations standardĪpplied, i.e., UBC 94 UBC 97 BOCA 96 BS 6399-95 NBCC 95 NBCC 2005 NBCC 2010 ĪSCE 7-88 ASCE 7-95 ASCE 7-02 ASCE 7-05 ASCE 7-10 Mexican Chinese 2012 IS875ġ987 API 4F 2008 API 4F 2013 Eurocode1 2005 AS/NZS 1170.2:2002 AS/NZS 1170.2:2011
#APPLYING ACCELERATION LOADS ON SAP 2000 SOFTWARE#
One of the software that is commonly used in the structural analysis is SAP2000. Regarding the complexity of wind loads calculation, wind load analysisĬonducted by applying software is considerably helpful because it can reduce the time spent to Walls, the leeward walls, the projected area perpendicular to the main axis, and the wind pressure Besides that, the wind loads should be calculated by considering the windward The calculation of wind loadsīecome more complex, which consists of four procedures that have different requirements andĬalculation steps. The method to determine wind loads is significantly revised. SNI 1727: 2013 adopts the loading standard of ASCE 7-10. JSCE-SSCS Standard Specifications for Reinforced Concrete - 1931. JSCE-SSCS Standard Specifications for Concrete Structures - 2007 "Design" is the revision of ASCE 7-10 is the revision of previous loads standard ASCE 7-05. Standard, ASCE 7-10, JSCE-SSCS, and SNI 1727: 2013 are applied in America, Japan, and Guidelines of loading calculation, design, and construction process. In theĬonstruction industry, it is followed by the improvement of several standards that are used for the Parameters are assigned based on SNI 1727:2013.Īs the time pass, science and technology development in many sectors of life is needed. Internal pressure coefficient GCpi is defined as 0.18 is 12% higher than the wind load calculatedĪutomatically by applying ASCE 7-10 wind load feature provided by SAP2000 when the wind The study shows that the wind load calculated based on SNI 1727:2013 when the Study is the wind load that calculated by following the Directional Procedure stated in SNIġ727:2013. Structure due to wind load determined based on SNI 1727: 2013 that is inputted manually andĪutomatically using ASCE 7-10 wind load feature in SAP2000. This paper presents the results of a comparison study of the internal forces applied to the Despriodi Syaher2,bĭepartment of Civil and Environmental Engineering, Universitas Gadjah Mada, Wind load, SNI 1727:2013, wind load feature, directional procedureĪbstract. Minimum Design Loads Standard SNI 1727:2013 Inputted Automatically Doi:10.4028/© 2018 Trans Tech Publications, SwitzerlandĬomparison of Wind Load Analysis Results Based on Indonesia
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