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Moment Distribution:
You have learnt about moment distribution procedure after deriving the slope deflection equation for the members. The concepts of distribution factor and carryover moment along with basic rules have been explained. The illustrative examples of continuous beams and portal frames with and without sway have been presented.
1. Domes - You are a construction manager in the UAE in charge of a project that involves constructing domes. Discuss briefly, giving examples, a range of different types of dome
A soil sample consists of particles ranging in size from 0.6 mm to 0.02 mm. The average exact gravity of the particles is 2.66. Verify the time of settlement of the coarsest and fi
The sketch shows a common consumer product called Water Pik. This device uses a motor to drive a piston pump that produces a jet of water (diameter d = 3 mm, temperature T = 10 °C)
Explain Detention or Retention Ponds Detention/Retention Ponds: Designed to reduce and contain the peak runoff from developed areas (more impervious). Attempt to limit the runo
What is 'contact pressure'? How does it depend on the type of structure and type of soil? What is 'active zone' in soil? Define it with reference to the pressure bulb concept.
Preparation for Underwater Inspection - Availability of Tools and Equipment The engineer-in-charge, before taking up the inspection, should list out the complete equipment req
a) Describe the recommended construction practices to avoid deterimental differential settlement in large structures. (b) What is meant by bearing capacity of soil? How will ver
Explain the Dynamic or Vibration Tests Tests of this type, also known as sonic integrity test, involve sub- jecting the element to a single impulsive blow or cyclic load, and
Geometric Design Of Roads: Geometric design of roads deals with elements such as cross-section, horizontal and vertical alignment, sight distances, lateral and vertical cleara
Stabilised Pavement Layers: Soil stabilisation is the process of treating a soil in such a manner as to alter and improve its properties for use as a pavement layer on sub-gr
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