A-200 mm clay seuwer is to beburied 3 m deep (to the top of the pipe)in saturated top soil weighing(840 Kg/m)ina trench with width at the top of thepipe is lo5 pipe diame ters plus 300 mmA building foundation 300 mm wide Crossesthe pipeline at right angles, applyinga load f 3000 Kg/m wwhich bears 2.5 mabove the pipe. Determine the loadon the sewer under the founda fiom andremote from the foundation.usingof safety of l.5,factorselect asutable bedding6.pipe class for each condition,note?andmarston's equation.use

Consider the given data Clay pipe diameter ,d=200 mm Unit weight of back fill material clay = 1840…

A-200 mm clay sewer is to be buried 3 m deep (to the top of the pipe) in saturated top soil weighing(840kglm ina trench with width at the top of the pipe is lo5 pipe diame ters plus 30 mm A building foundation 300 mm wide Crosses the pipeline at right angles, applying a load of 3o00 Kg /m which bears 2.5 m above the pipe. Determine the load on the sewer under the founda tiom and remote from the foundation.using a factor of safety of li5, select asutable becdding and pipe note sing class for each condition, equation. use marston's

A-200 mm clay sewer is to be buried 3 m deep (to the top of the pipe) in saturated top soil weighing(840kglm ina trench with width at the top of the pipe is lo5 pipe diame ters plus 30 mm A building foundation 300 mm wide Crosses the pipeline at right angles, applying a load of 3o00 Kg /m which bears 2.5 m above the pipe. Determine the load on the sewer under the founda tiom and remote from the foundation.using a factor of safety of li5, select asutable becdding and pipe note sing class for each condition, equation. use marston's

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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