Mathcad - HW3 foundations 2

Mathcad - HW3 foundations 2 - Q1 B7 5ftL7 5ft zw 10ft Df...

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Q1 B7  L7 5ft  zw 10ft  Df 5ft  P 200kip  γ s 125 lbf ft 3  A2 B7 L7 25 ft 2  γ w 62.4 lbf ft 3  V5 A Df 53.82 A m 2 ft 3  γ c 150 lbf ft 3  DD fB 7f t  Dz w no groundwater correction necessary Wf9 () γ sV5 6.727 A m 2 kip  a qgross 200kip 15.625kip A2 59.896 psi  qnet 200kip A2 55.556 psi  γ correct γ s γ w 62.6 lbf ft 3  uD γ correct Df 313 lbf ft 2  b qgrossGL 200kip A2 γ sDf uD 57.722 psi  qnetGL 200kip A2 55.556 psi 
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Q2 P6 200kip  M6 100kip ft  B6 5ft  γ s6 125 lbf ft 3  L6 5ft  Df6 5ft  zw6 10ft  γ c6 150 lbf ft 3  A6 B6 L6 25 ft 2  D Df6 B6 10 ft  Wf6 γ s6 A6 Df6 15.625 kip  a e6 M6 P6 Wf6 0.464 ft  e is within acceptable range b qmin 0 qmin acceptable qmax6 P6 Wf6 A6 16 e6 B6
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This note was uploaded on 02/22/2012 for the course MEE 332 taught by Professor Staff during the Fall '10 term at Syracuse.

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Mathcad - HW3 foundations 2 - Q1 B7 5ftL7 5ft zw 10ft Df...

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