Plz, solve this problem and try to solve it step by step, plz, solve the problem using my Reg.No : 5395       This is the Reg.No : 5395       Irrigation Engineering       Q.2. Use Khosla’s theory [Equations and curves] to calculate the percentage uplift pressure at points C1, D1, E2, C2, D2, E3 and D3 for a barrage foundation profile shown in figure 2 applying necessary corrections. Also, determine the exit gradient. [Assume: floor thickness = 1.5 m]

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Plz, solve this problem and try to solve it step by step, plz, solve the problem using my Reg.No : 5395

 

 

 

This is the Reg.No : 5395

 

 

 

Irrigation Engineering

 

 

 

Q.2. Use Khosla’s theory [Equations and curves] to calculate the percentage uplift pressure at points C1, D1, E2, C2, D2, E3 and D3 for a barrage foundation profile shown in figure 2 applying necessary corrections. Also, determine the exit gradient. [Assume: floor thickness = 1.5 m]

 

 

 

 

 

RL (Reg.No)
RL (Reg.No - 8)
E₁ C₁
D₁
RL (Reg.No - 18)
Reg.No/200
4:1
Reg.No/200
E₂ C₂
D₂
RL (Reg.No - 11)
E₁ C₂
RL (Reg.No-21) D₁ RL (Reg.No - 21)
Reg.No/200
Transcribed Image Text:RL (Reg.No) RL (Reg.No - 8) E₁ C₁ D₁ RL (Reg.No - 18) Reg.No/200 4:1 Reg.No/200 E₂ C₂ D₂ RL (Reg.No - 11) E₁ C₂ RL (Reg.No-21) D₁ RL (Reg.No - 21) Reg.No/200
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