英文字典中文字典


英文字典中文字典51ZiDian.com



中文字典辞典   英文字典 a   b   c   d   e   f   g   h   i   j   k   l   m   n   o   p   q   r   s   t   u   v   w   x   y   z       







请输入英文单字，中文词皆可：

cabalism    
n. 犹太神秘哲学

犹太神秘哲学

Cabalism
n 1: the doctrines of the Kabbalah [synonym: {Kabbalism},
{Cabalism}]
2: adherence to some extreme traditional theological concept or
interpretation [synonym: {kabbalism}, {cabalism}]

安装中文字典英文字典查询工具!


中文字典英文字典工具:
选择颜色:
输入中英文单字

































































英文字典中文字典相关资料:


  • Mud Mat as Structural Element - Foundation engineering - Eng-Tips
    A mud mat (or blinding concrete) is never a structural element - would not count on it for any strength or load distribution Had a client in a former French Colony in SE Asia who was upset that for a foundation excavation (which the contractor had excavated a bit too small in one corner) that we had placed the mud mat on what was open and then
  • MAST value - Valve engineering | Eng-Tips
    What is MAST value how does it affect the actuator selection for ball butterfly valves? As per my understanding: MAST: MAST(Maximum allowable stem shear torque) hence while going for the actuator selection,one can summarized as below:- Ball valves Butterfly valves: Fail to close BTO < AST
  • Shear in Mat Foundations - Structural engineering general . . . - Eng-Tips
    For reference this mat is about 70ft long and currently 4 5' thick with shear reinforcing I did find a nehrp article that spoke about effective widths and shear reinforcing in mat but they essentially left it as up to judgement Was just wondering if anyone had any other articles references
  • Best Mat Design Software? - Structural engineering general . . . - Eng-Tips
    Hi, For a while, I just designed footers by hand, but now I'm working on a job at work on which some mat foundation design software would be nice My question is what is the most intuitive, best software out there that's easy to use, but still is robust enough to help me design mat foundations with little hassle
  • Calculating Positional Tolerance 7 - Eng-Tips
    I am familiar with using the X,Y tolerance range to calculate a diametrical positional tolerance (the square with a circumscribed circle method) using the SQRT(X^2+Y^2) equation I have a very simple drawing of a plate with a bunch of holes through it and all dimensions are +- 01 I need to
  • Calculating Friction Factor - Foundation engineering - Eng-Tips
    Note that when using a layer between natural soil and the footing the shear force is then passed to the natural soil and hence its lower angle of inner friction will control the slippage check, or something like that
  • Mat Slab Foundation Reinforcement per ACI 318-14 2 - Eng-Tips
    One of the many changes in 318-14 included rewording and organization of minimum reinforcement requirements Looking at 13 3 4 4 minimum flexural reinforcement for non-prestressed mat foundations shall be in accordance with 8 6 1 1 which makes no mention of the exception for 4 3 more than is required by analysis statement
  • Enercalc Footing Design - Structural engineering general . . . - Eng-Tips
    ash060 - Take a footing with eccentricity (M P) greater than 1 6th the width of the footing At that point, your footing goes into partial compression where there is partial uplift on one side of the footing
  • FATAL MESSAGE 4291 (EQD4S) when using MAT8 for composite
    I'm confused by your post You say you're using MSC Nastran 2018 as a solver but you quote articles from Autodesk nastran!





中文字典-英文字典  2005-2009