n = 18 kN/m $i'= 40° c;' = 0 0,7m Qsi(net) B=0,6m . 0,5m L=1,2m Y2 = 16 kN/m³ $2'= 30°
n = 18 kN/m $i'= 40° c;' = 0 0,7m Qsi(net) B=0,6m . 0,5m L=1,2m Y2 = 16 kN/m³ $2'= 30°
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the following footing, determine the allowable load (Qu) being Fs=1.5
Transcribed Image Text:n = 18 kN/m³
$i'= 40°
c;' = 0
0,7m
Qsiltnet)
B=0,6m .
0,5m
L=1,2m
Y2 = 16 kN/m³-
$2'= 30°
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