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Here I won't really cover much the cloud side, as there is limited direct tie with pure development (as long as you can interact via REST with cloud services, and use them for hosting applications and data). Overall Microsoft DirectionsĪt the BUILD 2015 conference, the company substantially reiterated its recent strategy of " cloud first, mobile first", but gave it considerably more substance. Also, the information here is based on public information Microsoft has released so far, and that is not really complete or detailed.
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Rest assured that full support for the Windows 10 platform is in the RAD Studio roadmap and the company is fully committed to it. Here are some personal considerations, also regarding RAD Studio (both Delphi and C++Builder). Don't take this as an official Embarcadero announcement, as we still need some time to fully evaluate. However macro defects by virtue of being larger can cause faster deterioration and more damage to the structure than the micro defects.Microsoft made a large number of announcements last week at the BUILD conference, some of which surprising, about Windows 10 development.
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To conclude, macro defects and micro defects in concrete are both harmful to the health of buildings and can cause deterioration of concrete depending on the extent of their presence, environmental conditions around the building and maintenance done during its life cycle. With lapse of time due to variations in temperatures, changes in weather conditions, changes in loading conditions they increase in depth, length and width and combine with other fine cracks to create continuous passage for moisture, chlorides, sulphates and other chemicals from the environment to enter and start corrosion of steel in concrete and other deleterious reactions.Ĭorrosion of steel and spalling of concrete due to ingress of moisture They do not pose a serious threat to concrete deterioration initially as they are generally not deep and are discontinuous. Fine cracks are generally present in concrete and can occur due to various reasons. They could also occur due to addition of excess water or high water to cement ratio of concrete mix. They are usually very fine voids caused by large capillary pores resulting from the use of low grades (strength) of concrete with high water to cement ratio. These defects are not visible to the naked eye. The main causes of these defects are generally due to inadequacies in design and / or construction practices. Often, waterproofing of concrete slabs is carried out superficially and it fails to give the desired benefit because the defective concrete below this waterproofing layer has not been treated to seal the macro/micro defects which existed within the concrete slab. Causes will have to be analysed and defects removed before doing any additional protective treatment. Invariably, structure will require repairs within a few years of its construction. If these defects are present, concrete has low strength and will rapidly deteriorate due to easy ingress of water and other chemicals. These cracks normally do not endanger the safety but may look unsightly, create an impression of faulty work or give a feeling of instability.Ĭracks reappear over repaired surface as rust scales were not removed Defects in ConcreteĬoncrete defects can be broadly classified into two categories : Non Structural cracks occur mostly due to internally induced stresses in building materials. Structural cracks are those which result from incorrect design, faulty construction or overloading and these may endanger the safety of a building and their inmates. Types of cracks in concrete structures are structural cracks and non-structural cracks.