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Loading Conditions
Non-uniformity of loading has to be considered in the choice of foundations particularly in highly compressible soils. It is not uncommon for buildings with different storeys to be built from the point of view of architectural considerations. Examples of high facades of churches adjoining lightly loaded structures are common on unconsolidated coastal areas. Distress cracks are often seen in such cases separating the two differently loaded portions. Solution to this problem is to provide separate foundations and provide for relative settlement. Rigid foundations with heavy reinforcements may be required to withstand the unequal loading and it will be highly uneconomical. Similar is the case of foundations for new structures adjoining old one
Q. Flange Assembly with Bolt Elongation Measurement? Bolt elongation measurement may be used, with COLT engineering approval, at flanges where Hydraulic Bolt Tensioners are imp
Explain Wilson HArtnell Governor
Series Spot Welding In series welding, a portion of the secondary current by passes any weld nugget being formed. And This shunt current passes through one of the panels being
Determine the load on beam: A rectangular beam of width 200 mm and depth 300 mm is simply supported over a span of 5 m. determine the load that the beam may carry per metre le
Derive steady flow energy equation?Also give applications of steady of steady flow energy mathematical equation?
when 2 bodies are connected by a string show the direction of acceleration
Determine the value of the maximum shear stress: A circular beam of 100 mm diameter is subjected to a shear force of 5 kN. Determine the value of the maximum shear stress & al
State the Planning the foundation for reciprocating engines i) The eccentricity of the common centre of gravity of machine and foundation referred to the centroid of base are
truss is shown in the following figure. Compute the horizontal deflection of joint D produced by both the load and fabrication error (bar AE is 40mm too long). For all bars, area A
Q. Show Material selection process? • Design life shall be based on project design criteria and normally 10 to 15 years' service life specified for well pads, 20-25 years for C
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