A concrete dam retaining water is shown in Fig. 4-6a. If the specific weight of the concrete is 23.5 kN/m3, find the a. factor of safety against sliding Blank 1 Answer in 2 decimal places b. factor of safety against overturning Blank 2 Answer in 2 decimal places c. maximum pressure intensity on the base in kN/m2 Blank 3 Answer in 1 decimal place d. minimum pressure intensity on the base in kN/m2 Blank 4 Answer in 1 decimal place Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48.
A concrete dam retaining water is shown in Fig. 4-6a. If the specific weight of the concrete is 23.5 kN/m3, find the a. factor of safety against sliding Blank 1 Answer in 2 decimal places b. factor of safety against overturning Blank 2 Answer in 2 decimal places c. maximum pressure intensity on the base in kN/m2 Blank 3 Answer in 1 decimal place d. minimum pressure intensity on the base in kN/m2 Blank 4 Answer in 1 decimal place Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A concrete dam retaining water is shown in Fig. 4-6a. If the specific weight of the concrete is 23.5 kN/m3, find the
a. factor of safety against sliding Blank 1 Answer in 2 decimal places
b. factor of safety against overturning Blank 2 Answer in 2 decimal places
c. maximum pressure intensity on the base in kN/m2 Blank 3 Answer in 1 decimal place
d. minimum pressure intensity on the base in kN/m2 Blank 4 Answer in 1 decimal place
Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48.
![2 m
7m
Water
6 m
Fig. 4-6(a)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fea6c3c32-417f-43f6-a44a-cde81f318d14%2F9e16da97-bd3d-4cbb-8dfa-769887b17a6a%2Fbqk072_processed.png&w=3840&q=75)
Transcribed Image Text:2 m
7m
Water
6 m
Fig. 4-6(a)
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