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Q. Complete embedment of pipelines into thrust blocks
For unreinforced concrete thrust blocks in bends and tees for pressurized pipelines, it's recommended that contact surface between pipelines and concrete thrust blocks must not exceed 45o from either side of pipe in the direction of thrust force through the centre of pipelines. The reason is to prevent occurrence of potential cracking arising from deformation of pipelines under loading condition. If it is essential to embed the whole section of pipelines into concrete, it's suggested to coat the pipe with a flexible material.
Check if the given beam and loading satisfy the AISC LRFD strength criteria. The beam section is a W 16*31 of A36 steel and it is laterally supported at the ends at the load points
Q. Grouting in segmental linings in tunnels? Grouting is typically carried out under pressure in segmental linings at the time of tunnel construction due to the below reasons:
HWY
Explain step by step procedure involved in the analysis and design of balanced cantilever bridge.
A retaining wall with a smooth vertical back, 4.5 m high, retains a dry cohesionless backfill level with the top of the wall. γ = 18.6 kN/m 3 and φ = 30°. The backfill carries a u
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
some expansion joint(10 mm- 20 mm) on my basement roof.rain water leakage in basement i want the solution of expiation joint and water leakes.
#questionlist of buiding team members ..
A simply-supported beam (AB) with an overhang (BC) is illustrated in Figure 1(a), with the cross-sectional details given in Figure 1(b). The dead load comprises self weight only; f
find the pressure head at 2-2 if the rate of flow in pipe is 0.36m^3/s
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