Answer & Solution
Answer: Option A
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महाराष्ट्र अभियंता सेवा (स्थापत्य) मुख्य परीक्षा २०१२ - पेपर २ Questions And Answers:
'In case of beams, the ratio of breadth to depth is usually taken as
Assertion (A) :.
Rate analysis is carried out to work out the actual cost of the structure or building.
Reason (R):
Rate analysis is carried out to revise the schedule of rates.
Which value of asset will fetch more money from market ?
Main improvement of Indian Standard Soil Classification system over Unified Soil Classification system was
The maximum vertical stress occurs when the angle made by the polar ray attains a value corresponding to value of r/2 equal to
The shear strength of loamy soil depends upon
The mechanics of consolidation was demonstrated by Terzaghi by means of
Bearing capacity of soil is not influenced by
Large movement of retaining structure is required to produce
When the allowable soil pressure is low or building loads are heavy, suitable type of foundation is
A normally consolidated clay stratum 5 m deep is underlain by hard rock. The average effective overburden pressure before and after construction was 25 KPa and 250 KPa. The laboratory tests on this strata indicated : natural moisture content of 50%, specific gravity of '3' and liquid limit of 54%. The consolidation settlement of this layer will be nearly equal to
The allowable load on a pile from pile load test is calculated as
Pneumatic cassions are preferred in situations where the soil flow into the excavated area is_________than it can be removed.
Surface tension is a phenomenon due to
An object weighs 100 N in air and 75 N in water when fully submerged in it. The specific gravity of the object is
A flow of fluid has diverging straight streamlines. If the flow is steady, the flow
The head over a 90° V-notch increases from 0-20 m to 0-40 m. The ratio of the new discharge to the original discharge is
For a given open channel carrying a certain discharge, the critical depth depends on
In flow through pipe bends, the pressures on inner and outer radii
The fluid flow in the model and the prototype will be dynamically similar if
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