180 kN/m² 3 m X 4.6 m Silty sand E,= 8500 kN/m?. :Ms:= 0.3 H Rock Figure P7.2
180 kN/m² 3 m X 4.6 m Silty sand E,= 8500 kN/m?. :Ms:= 0.3 H Rock Figure P7.2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Redo Problem 7.2, assuming that Df 5 5 m and H 5 3 m.
A planned flexible load area (see Figure P7.2) is to be 3 m 3 4.6 m and carries a
uniformly distributed load of 180 kN/m2
Estimate the elastic settlement below the center of the loaded area.
(should already be on bartleby, but I cannot see answer).
Transcribed Image Text:180 kN/m²
D
3 m X. 4.6 m
Siltỷ sand
H
E,
8500 kN/m²:
:Ms:= 0.3
Rock
Figure P7.2
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