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Determine the Steps for routine inspection?
A routine inspection should normally include:
- A Level I inspection on 100% of the underwater portion of the structure to determine obvious problems
- A Level II inspection on 20% of underwater units selected as determined by the Level I inspection
- A Level III inspection may need to be performed to gain additional data so that structural condition is evaluated with certainty.
- Sounding to be made in a grid pattern about each pier and up stream and down stream of a bridge to detect areas of scour. Local scour to be determined with probes in the vicinity of piers and abutments.
Define Equipments and tools for Inspection of Steel/Cast Iron Substructures? To ensure thorough inspection, the area must be cleared of all marine growth. Hand tools such as wi
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Q. Design features of major bridge? Important design features of major bridge projects should be tested and finalised by hydraulic model studies. Bridge waterway, shape, length
The integration of strain over the depth is settlement. The method of producing the settlement is non-recoverable when the intensity of stress is removed. Hence, a permanent reduc
Calculate the moment of inertia and section modulus (top and bottom of the beam) about the z-axis of the beam cross section of Fig.
Explain the Unconfined Aquifer Also termed "free aquifer". Groundwater flows by gravity from high head to low head. The upper water surface is termed "water table", is influenc
Define NPDES Sampling Requirements? The sampling needs under NPDES are given at 40 CFR Part 122, as part of the needs for applying for an NPDES discharge allow. The needs are b
Phases are usually identifiable because of adifference in density which causes gravitational separation. e.g. Ice floats on water, steam rises.
i am very confuge in sign convention of bending moment,reaction and shear force in moment distribution method so give any suitable anwer with couple?
The continuous one-way slab shown below is loaded with a uniform service live load of 80 psf, and a superimposed dead load of 40 psf. Assume the beam width is 16" and use f'c = 5 k
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