1/ For the retaihing wall shown h fig.8 if Fisslioliy = 2, fmal. 1- width thhe base (3) 2- FiS overturning, éf the base wielth equal 3 m. Im N.G.L. 8= 15 kN/m ? = 30 DE = 24 k/m? 8m.. 13 3. Find the maximum and mihimum under the lbaseof vetaning ell. pressune.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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/ For the re taihing wall shown
Fisslioliy = 2, fmal.
1- width the base (3)
2- F.S orerturning, éf the base wiehth
ih fig. 8 if
equal 3
Im
N.G.L.
8=15 kN/m ?
= 30
DE = 24 k/m?
8m.
13
3. Fim l the umaximum nd minimum pressune.
under the base of re
etaniny ell.
v
Transcribed Image Text:/ For the re taihing wall shown Fisslioliy = 2, fmal. 1- width the base (3) 2- F.S orerturning, éf the base wiehth ih fig. 8 if equal 3 Im N.G.L. 8=15 kN/m ? = 30 DE = 24 k/m? 8m. 13 3. Fim l the umaximum nd minimum pressune. under the base of re etaniny ell. v
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