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Enumerate the term - superposing the stress variations
If the case of concentric pre-stressing is considered, we can appreciate that stress at any section of the beam is compressive in nature and its magnitude bver any cross-section is uniformly PIA. If no external load or self load of the beam is considered, the resultant force at any section shall be located at the centroidal axis. If other loads, such as external loads and self load of the beam, are also considered, stress pattern at any section is obtained by superposing the stress variations due to all loads. Knowing that the resultant force at any section is equal to the pre-stressing force, the location of this resultant force at any section can be determined so that the same stress pattern at the section is obtained.
Explain briefly shallow foundation?
In bridge widening projects, means of stitching is normally employed for connecting existing deck to a new deck. What are the problems that occur connected with this process in ter
Allowable Strength Design (ASD) Process: - Apply service loads with no load factors - Assume linear elastic analysis of structure - Calculated stresses shall not excee
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For the project network shown, the late start time (day) for activity "Q" is most nearly: Solution: List the paths leading to "Q" and calculate the duration for each.
A rectangular area 4 m × 6 m carries a uniformly distributed load of 100 kN/m 2 at the ground surface. Estimate the vertical pressure at a depth of 6 m vertically below the centre
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Question While selection of waterstop, shall engineers use plain dumb-bell type , center-bulb sort ? Answer Plain dumb-bell kind is used for joint site where sm
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