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Density of concrete: 2400 kg/m?. No tail water. Foundation condition: Inferior condition with limestone. Consider self-weight, hydrodynamic pressure and uplift pressure. Q1: Considering the above figure, calculate the forces acting on the dam.

Density of concrete: 2400 kg/m?. No tail water. Foundation condition: Inferior condition with limestone. Consider self-weight, hydrodynamic pressure and uplift pressure. Q1: Considering the above figure, calculate the forces acting on the dam.

Structural Analysis
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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Density of concrete: 2400 kg/m?. No tail water. Foundation condition: Inferior condition with limestone. Consider self-weight, hydrodynamic pressure and uplift pressure. Q1: Considering the above figure, calculate the forces acting on the dam. Q2: Check the stability of the dam for rotation and over turning. Hint: a: The Last digit of the student's number. Write the question and answer with your handwriting (Except tables). Consider the following figure. Downatream side VILEANETS DAM wH Chapter 6 concrete dam engineering with exampleshttps://www.slideshare.net » c.
Transcribed Image Text:Density of concrete: 2400 kg/m?. No tail water. Foundation condition: Inferior condition with limestone. Consider self-weight, hydrodynamic pressure and uplift pressure. Q1: Considering the above figure, calculate the forces acting on the dam. Q2: Check the stability of the dam for rotation and over turning. Hint: a: The Last digit of the student's number. Write the question and answer with your handwriting (Except tables). Consider the following figure. Downatream side VILEANETS DAM wH Chapter 6 concrete dam engineering with exampleshttps://www.slideshare.net » c.
A concrete gravity dam has the following dimensions: downstream side ha Dam wH b B Data: H- (85 + ax0,5) m B = 75 m b= 15 m h1 = h2 Crest width = 8 m Free board 5 m Uplift pressure: at Heal: 100% at Toe: 0% Neglect the gallery drainage effect on uplift pressure.
Transcribed Image Text:A concrete gravity dam has the following dimensions: downstream side ha Dam wH b B Data: H- (85 + ax0,5) m B = 75 m b= 15 m h1 = h2 Crest width = 8 m Free board 5 m Uplift pressure: at Heal: 100% at Toe: 0% Neglect the gallery drainage effect on uplift pressure.
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