4. The cross section of rod 1 and 2 is circular with diameter d=40mm. E-200GPa, [o] =120 MPa, λ=99, 2=60. In the empirical formular, a=304MPa, b=1.12MPa, [n]st=2. Determine the allowable load [F]. 2 1 1m 30° F

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Chapter6: Vertical Stress Increase In Soil
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Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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please i need solution for this question. The cross section of rod 1 and 2 is circular with diameter d=40mm. E=200GPa, 
[ ] 120 MPa  = , p s   = = 99, 60 . In the empirical formular, a=304MPa, b=1.12MPa,
[n]st=2. Determine the allowable load [F].

4. The cross section of rod 1 and 2 is circular with diameter d=40mm. E=200GPa,
[o] =120 MPa, λ = 99, 2= 60. In the empirical formular, a=304MPa, b=1.12MPa,
[n]st=2. Determine the allowable load [F].
2
1m
30°
F
Transcribed Image Text:4. The cross section of rod 1 and 2 is circular with diameter d=40mm. E=200GPa, [o] =120 MPa, λ = 99, 2= 60. In the empirical formular, a=304MPa, b=1.12MPa, [n]st=2. Determine the allowable load [F]. 2 1m 30° F
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