StructurePoint spMats v8.12 英文正式版(工程開發應用軟體)
關掉主程式,破解檔放置於crack夾內,請將破解檔複製於主程式的安裝目錄內既可破解
工程師在世界範圍內使用spMats(原pcaMats墊)優化
複雜的基礎設計、加固和土壤結構的相互作用。
spMats,以前pcaMats /墊,是一個項目的分析和設計
混凝土基礎墊、立足點相結合,和板級。的板
被建模為一個矩形有限元素的組合。的邊界
可能是底層土壤條件,節點彈簧,成堆,或
平移和旋轉節點限制。分析了模型
在統一的(表面)和集中載荷。由此產生的
春天變位,土壓力(或反應),和彎矩
輸出。程序計算所需的鋼筋面積
板根據ACI 318 - 14/11/08/05/02和CSA
A23.3-14/04/94。程序也進行沖剪計算
在列和成堆。
spMats使用彎曲理論和有限元法(FEM)
模型的行為墊或板。支撐板的土壤
認為像一組單向按壓彈簧(溫克勒
基金會)。
Engineers worldwide use spMats (formerly pcaMats, MATS) to optimize
complicated foundations design, reinforcing and soil-structure interaction.
spMats, formerly pcaMats/MATS, is a program for analysis and design of
concrete foundation mats, combined footings, and slabs on grade. The slab
is modeled as an assemblage of rectangular finite elements. The boundary
conditions may be the underlying soil, nodal springs, piles, or
translational and rotational nodal restraints. The model is analyzed
under uniform (surface) and concentrated loads. The resulting
deflections, soil pressure (or spring reactions), and bending moments are
output. The program computes the required area of reinforcing steel in
the slab in accordance with ACI 318-14/11/08/05/02 and CSA
A23.3-14/04/94. The program also performs punching shear calculations
around columns and piles.
spMats uses the plate-bending theory and the Finite Element Method (FEM)
to model the behavior of the mat or slab. The soil supporting the slab is
assumed to behave as a set of one-way compression-only springs (Winkler
foundation).
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