Pre-excavation locating reduces uncertainty; it does not certify that the ground is empty. The distinction …
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Turning Concepts into Creations
Pre-excavation locating reduces uncertainty; it does not certify that the ground is empty. The distinction …
Continue readingIn thermal curing heat is applied to the concrete for the purpose of accelerating the gain of early concrete strength. There are several thermal curing methods that can be used, but each method has some …
Continue readingThere are many empirical equations have been developed for finding the maximum width of cracks. These equations were based on the statistical analysis of experimental result data. In ACI code, two expressions have been mentioned. …
Continue readingIf the loads are sustained for longer duration than initial deflections increased very prominently because of the two major affects i.e., creep and shrinkage. These two effects are considered as combined in most of the …
Continue readingShrinkage in concrete produces a compressive stress in the longitudinal reinforcement of beams and slabs. Tensile stress crops in response to balance the compressive stress. Usually, reinforcements are not placed symmetrically to the concrete centroid. …
Continue readingElastic deflections are the immediate deflections that occur only once during service period. It is not a time function i.e., there is no specific time when immediate deflections come into action. Mathematically immediate deflections can …
Continue readingCompressive strength of concrete is affected very prominently by the strength of aggregate, its moisture content, grading, surface texture and the maximum aggregate size. For the making of high strength concrete, aggregates like quartzite, trap …
Continue readingServiceability of a flexural beam can be achieved by limiting cracking. And the limitations on cracking can be achieved by imposing certain controls on deflections of beams. Deflection control ensures serviceability. If the deflection value …
Continue readingA beam will not fail if there is a good anchorage bond between steel and concrete. In such case, the beam will not be affected even bond get damaged along the entire span. If a …
Continue readingMost of the reinforced beams cracks because of a loading that are well below the service level. Restrained shrinkage becomes one of the possible reasons for cracking in members. Flexural cracking is not only because …
Continue readingHow structure will perform when it goes under load? It’s all depends on the type of stress, stress strain relationship and the properties of the material from which it is made. The stress – strain …
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