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As ACI 318 indicates, flexural cracks will occur and be visible under service loads. ACI 318 also indicates that the crack width is inher- ently subject to wide scatter (ACI 224R-01 indicates a coefficient of variation of 40%) and is influenced by shrinkage and temperature. ACI CRACK WIDTH METHODS. FOR WATER TIGHT STRUCTURES. Crack width is a complex and tough topic. Most people still use 20 years old method defined in ACI 318-95. The situation becomes more complex if axial tension force and moment is combined. One of the examples is large water tanks above ground.
For reference, here’s the original intro: The great thing about web development is that, driven by the desire to achieve goals, so much can be self-taught through trial & error, experimentation, tutorials, forums and mailing lists etc. Because the site had a rigid object-orientated form processor that was geared towards accepting POST, I went with the flow and used POST instead of GET. This article, therefore, aimed to fully explain all the options available so that myself, and others who might end up in my position, don’t deviate and are aware of the different possibilities (like the single-click opt-out link at the bottom of emails which action a process and not a resource, and the idea of using GET in AJAX instead of POST). Although I always followed the simple “GET to get and POST to post” guideline, I deviated in this occasion because i thought “why not?”. Ajax le guide complete pdf file. To put things into context, I developed an application a few months back which simply returned the date-restricted results of a database.
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