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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
STEA M ENGINE TERMINOLOGY: 1 . Cylinder Bore: Inside diameter of cylinder. 2 . Cover End and Crank End of cylinder: In the horizontal cylinders the end that
ES 347 - Thermodynamics Project Assigned: 3/28/2013 Due: 4/25/2013 Problem specification 5 kg of air is contained in a piston-cylinder device, initially at a pressure of 2MPa and a
Design of Connecting Rod: Design and analyse the stress distribution in a connecting rod as shown in Figure 5. The axial load which the connecting rod carries is 1kN and the m
what is gauge pressure?
Seam Welding Seam welding is different from spot welding by the fact that roller type electrodes are used in the former case. The principle and process of welding are the same
In designing rotating space stations to give for artificial-gravity environments, one of the constraints that must be considered is motion sickness. Studies have shown that the neg
isentropic derivation
Construction Activities for plant Construction activities, such as shoring and bracing of excavations, lifting and rigging activities and scaffolding need to be considered as p
Q. Minimum Design Metal Temperature? The MDMT and coincident pressure shall be selected in consideration of the operating phases. Reliable administrative procedures to control
Problems on Structural Design of Combined Footings a. Two columns 50 cm x 50 cm in size support service loads of 1200kN and 800kN.The centre to centre spacing between columns
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