Q # 3: Figure 1 shows a section of a hydraulic structure on permeable foundation. Calculate the average hydraulic gradient according to a) Bligh's creep theory b) Lane's weighted creep theory Also, find the uplift pressures at points A and B, and the floor thickness required at these points. RL (Reg.No) A B RL (Reg.No - 6) 15 m RL (Reg.No - 9) 20 m RL (Reg.No -12) 25 m Reg.No/100 RL (Reg.No - 20) Fig. 1 for Q# 3

Q # 3: Figure 1 shows a section of a hydraulic structure on permeable foundation. Calculate the average hydraulic gradient according to a) Bligh's creep theory b) Lane's weighted creep theory Also, find the uplift pressures at points A and B, and the floor thickness required at these points. RL (Reg.No) A B RL (Reg.No - 6) 15 m RL (Reg.No - 9) 20 m RL (Reg.No -12) 25 m Reg.No/100 RL (Reg.No - 20) Fig. 1 for Q# 3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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