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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.
Explain Statically Indeterminate Structures Fall into two categories: 1. Beam problems with additional supports/restraints 2. Axial bar members subjected
Explain the concept of average velocity
Define the Pressure on a vertical plane Fluid pressure increases linearly with increasing depth. The average pressure on a vertical plane occurs at the average vertical depth.
Question What will functions of water stops in joints of box culverts and drainage channels ? Answer Principal function of water stops is to stop liquids, water-borne materials
All soils subjected to stress undergo strain. This will be taking place within the soil skeleton. This strain is caused by rolling, slipping, sliding and crushing at the particle c
Define the term - Clamp splice In a Clamp splice, bolts and nuts alongwith clamp plates are used. Tendons are held in-between the clamp plates and these clamp plates are tighte
If the diameter of the base remains constant, by what factor should the altitude be multiplied to produce a cone with twice volume as the original
Theorem of three moments: You have been introduced to the analysis of one of the important class of structures, namely Statically Indeterminate Structures. You have been intro
The diameter of an electric cable, say X, is assumed to be continous random variable with pdf;f(x)=6x(1-x), 0 b}.
Sketch typical complete grain-size distribution curves for (i) well graded soil and (ii) uniform silty sand. Form the curves, evaluate the uniformity coefficient and effective size
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