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Design a Cylindrical Open Caisson to be sunk by 30 m of sand to support a load of 50 MN. The allowable bearing pressure is 1700 kN/m 2 . Test the feasibility of sinking the caisson
show the diagram for non coplanar non concurrent force system
determine the end slope and deflection in the beam
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
draw the shear force and bending moments of a beam
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what is the symbol of MDB
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?
what is coursed rubble masonry
Figure 2 details a typical T-beam unit in a beam and slab floor with a span of L = 10 m. Determine the reliable moment capacity M ′ for the T-section shown. Take f c ′ = 32
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