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nalyse the stability of concrete gravity dam shown in the figure for the usual and unusual loa

nalyse the stability of concrete gravity dam shown in the figure for the usual and unusual loa

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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Q2. Analyse the stability of concrete gravity dam shown in the figure for the usual and unusual loading combinations. +70m 90m 1V:1H +0.0m Given data: f = 0.85, ø = 0.60, 7, = 6000 kN / m, o = 30000 kN / m² , of = 4000KN/m², Y con = 24 kN / m² , Yw= 10KN/ m , normal operating level is 70m, ice load is 60kN/m, silt height hs=5m., Y,=11kN/m, 0=32°.
Transcribed Image Text:Q2. Analyse the stability of concrete gravity dam shown in the figure for the usual and unusual loading combinations. +70m 90m 1V:1H +0.0m Given data: f = 0.85, ø = 0.60, 7, = 6000 kN / m, o = 30000 kN / m² , of = 4000KN/m², Y con = 24 kN / m² , Yw= 10KN/ m , normal operating level is 70m, ice load is 60kN/m, silt height hs=5m., Y,=11kN/m, 0=32°.
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