A line load of 144.5 kN/m acts 1.1 m from the heel of a 2.5 m high retaining wall. Calculate additional vertical thrust (kN/m of wall) on the step of heel due to the line load.
1) Show the top left corner of the heel and the distance
to the line load.
2) Calculate the additional vertical stress (kpa) at the
top left corner of the heel due to the line load. Use the
following equation z - depth and x, perpendicular distance to line
load.
A line load of 262kN/m acts at a distance d= 4.6 m from the front face of the retaining wall having the following dimensions in metres (height=2.0, a=0.48,5=2.3,x=0.5.y=0.4, and z=0.7....
Three point loads comprising a left load of 2,484 kN at a distance of 2.5 m from the centre load, a centre load of 4,558 kN, and a right load of 6,906 kN at a distance of 4.1 m from the centre load acts on the surface along a straight line. Calculate the vertical stress (kN/m2) at a depth of 3.0 m vertically below the left load.
The distributed load on the beam shown is 2.5 kN/m. What is the maximum shear stress in the beam at the interface between the two members (at 150 mm from the bottom). If nails are used to connect the members and the nails have an allowable shear strength of 2 kN, what is the maximum spacing of the nails at the point of maximum shear? 150 mm 25 m 150 mm 0.5 m 25 mm
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A proposed residential development of a single tower is to be built on a sloping site as shown in Figure 1. The site has a (W1m x 25m wide building zone. A level platform has to be created by building a permanent retaining structure outside the building zone but within the (W2m x (W2m wide site boundary. A temporary slope, which may extend outside the site boundary, has to be formed in advance for construction of the retaining structure. ---...
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