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Question
Give a reason that why are high and narrow beams not desirable in concrete piers?
Answer Supported on past experience in other, high and narrow beams after numerous years of construction showed signs of severe deterioration at bottom of beams. Though, deterioration of pier slabs was not important at what time compared with that of deep beams. Main reason to account for this is due to close proximity of deep beams to the sea level. To pass up these problems, either beamless slab or wide with shallow beams are usually designed.
A clay sample, having its natural moisture content, weighs 0.333 N. The specific gravity of solids of this soil is 2.70. After oven-drying, the soil sample weighs 0.2025 N. The vol
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What is Atterberg Limits tests? The Atterberg Limits tests are designed to determine the plasticity of finer grained soils. These tests are performed on the fraction less than
Sketches for English bond, Stretcher bond, Header bond, Flemish bond in first & second layer plan, elevation and 3 dimensional view of brick bond.
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