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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.
Solve the following three questions of the beam ABCD. Note that A is a fixed end; B is apin connection; C is a roller support; and D is a free end. 1) Sketch the quantitative
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In a hydrometer analysis, the corrected hydrometer reading in a 1000 ml uniform soil suspension at the start of sedimentation was 28. After a lapse of 30 minutes, the corrected hyd
An I-section beam 350*200mm2 has a web thickness of 12.5mm & a flange thickness of 25mm. It carries a shearing force of 200KN at a section. Sketch the shear stress distribution acr
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In carrying out pull-out tests for soil nails, it generally requires the unloading and loading of soil nails of several cycles up to 80% of ultimate tensile strength of soil nails.
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