a continuous footing of width 25 m rests 15 m
A continuous footing of width 2.5 m rests 1.5 m below the ground surface in clay. The unconfined compressive strength of the clay is 150 kN/m2.
Measure the ultimate bearing capacity of the footing. Suppose unit weight of soil is 16 kN/m3.
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for oliver e williamson existence of firms derives from asset specificity in production where assets are specific to each other such that their value
q simon satisfying behaviour modelthe behavioural approach as developed in particular by richard cyert and james g march of the carnegie school lays
determine the elastic settlement of a rectangular foundation 6 m times 12 m on a uniform sand with e 20000 knm2 and poissons ratio 02 the
q central characteristics of simon satisfying behaviour modelthe pattern of policy commitments which result from the bargaining process can be seen
a continuous footing of width 25 m rests 15 m below the ground surface in clay the unconfined compressive strength of the clay is 150 knm2measure the
the significance of behavioural approach is difficult to assess it provides useful insights into some aspects of business behaviour march and cyert
if a firms organisational characteristics have not any implications for its behaviour or more possibly have implications that can be taken into
compute the safe bearing capacity of a square footing 15 m times 15 m located at a depth of 1 m below the ground level in a soil of average density
q explain the efficiency wage modelefficiency wage models such as shapiro and stiglitz 1984 suggest wage rents as an addition to monitoring because
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