The following geomotry and basic clata for a concrete The dam s are given In reservoir figure below. full condition. Consider pressure water and the weight of the clam, uplift pressure, determine the dam clesign of safety against factor (1) Tension dam (ID Overturning (111) Sliding b Also stresses Assume all other important determine the F principal and shear Basic data data missing Gravitational = 9.81m/5² acceleration Volumetric = 2,400 kg l m mass of concrete D B Н. Dimensions, h = 57m L2= 5m 13= 12m 24 = 9m Elevation at C=10m Elevation at D=10m Elevation at E=45 Elevation at F=68 Elevations at G Upstream foundlat elevation at H = 3m Downstream four poir elevation at poir I= 3m
The following geomotry and basic clata for a concrete The dam s are given In reservoir figure below. full condition. Consider pressure water and the weight of the clam, uplift pressure, determine the dam clesign of safety against factor (1) Tension dam (ID Overturning (111) Sliding b Also stresses Assume all other important determine the F principal and shear Basic data data missing Gravitational = 9.81m/5² acceleration Volumetric = 2,400 kg l m mass of concrete D B Н. Dimensions, h = 57m L2= 5m 13= 12m 24 = 9m Elevation at C=10m Elevation at D=10m Elevation at E=45 Elevation at F=68 Elevations at G Upstream foundlat elevation at H = 3m Downstream four poir elevation at poir I= 3m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The following geometry and basic data for
a concrete
The
are given in figure below
full condition. Consider
water
pressure
and
the
uplift pressure, determine the dam clesign.
factor of safety against
(1) Tension
(10 Overturning
(111) Sliding
(1) D
Sac
Also determine the principal and shear
stresses
Assume all
C
dam is
weight of the dam,
other
important data
dam
Las
A
E
in reservoir
F
D
B
+
missing
Bassic data
Gravitational = 9.81m/s²
acceleration
Volumetric = 2,400kg/m²
mas of
concrete
Dimensions,
h = 57m
Elevation at C= 10m
L2= 5m Elevation at D=10m
13 = 12m
Elevational E=45m
24 = 9m Elevation at F=65m
Elevations at G-75m
Upstream foundation
elevation at point
H = 3m
Downstream foundati
elevation at point
I= 3m
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