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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 pile is driven in uniform clay of large depth. The clay has unconfined compression strength of 90 kN/m 2 . The pile is 30 cm diameter and 6 m long. Verify the safe frictional res
this is our final year project .please help me to guide about it
Analyse the continuous beam using moment distribution. A continuous beam ABCDE fixed at A carry a load of 2KN one metre from A at AB 3m. BC 3m, carry a UDL of 3KN/m and hinge at
I. A horizontal 500 lb force acts at a point D of crankshaft AB which is held in static equilibrium by a twisting couple and by reactions at A and B. Knowing that the bearings are
stress and there types
Ask question #Minimum 100 words accepted2812539076# you
Explain the Underwater inspection procedures - inspection of bridge? Under-water bridge inspection, especially the initial inspection, requires careful planning to ensure that
channel section-design of simple section
Explain the Operating Point - Pumping System Intersection of the characteristic curve and the system curve. This is the head and flow rate data for the pump "operation". The op
A 30 cm diameter pile penetrates a deposit of soft clay 9 m deep and rests on sand. Compute the skin friction resistance. The clay has unit cohesion of 0.6 kg/cm 2 . Suppose
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