Trajectory Stress and Angle Values Correlation to Deep Beams Dimensional Ratio

Kukuh Cahya Adi Putra, Y. A. Priastiwi, S. Sukamta
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引用次数: 0

Abstract

SNI 2847-2019 defines a deep beam as a structural component that is loaded on one side and supported on the opposite face, allowing compressive components such as struts to form between the loads and supports. It is also stated that the ratio of the net span of the beam to the height of the beam must match the standards (l/h) 4. The goal of this investigation is to determine the value of the stress’s correlation and the trajectory angle to the ratio of the l/beam h's with a span of 4 meters when subjected to a point load of P = 2,000 kN. In the analysis procedure, SAP v.14 is being used to determine the value of stresses and trajectory angles of variations l/h. The results obtained from this study is ratio of l / h of deep beam affects the magnitude of the stress and the angle of the trajectory. Increasingly the width of the beam has no significant effect on the resulting trajectory angle.
弹道应力和角度值与深梁尺寸比的关系
SNI 2847-2019将深梁定义为在一侧加载并在相对面上支撑的结构构件,允许在负载和支撑之间形成压缩构件,如支柱。还指出,梁的净跨度与梁的高度之比必须符合标准(l/h)4。本研究的目的是确定当受到P=2000 kN的点荷载时,应力相关性和轨迹角与跨度为4米的l/梁h's之比的值。在分析程序中,SAP v.14用于确定应力值和变化l/h的轨迹角。研究结果表明,深梁的l/h比影响应力大小和轨迹角度。光束的宽度逐渐对所产生的轨迹角度没有显著影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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