Kindly answer the question. All answers in SI units The following geometry and basic data fora concreteTheare given in figure belowfull condition. Considerwaterpressureandtheuplift pressure, determine the dam clesign.factor of safety against(1) Tension(10 Overturning(111) Sliding(1) DSacAlso determine the principal and shearstressesAssume allCdam isweight of the dam,otherimportant datadamLasAEin reservoirFDB+missingBassic dataGravitational = 9.81m/s²accelerationVolumetric = 2,400kg/m²mas ofconcreteDimensions,h = 57mElevation at C= 10mL2= 5m Elevation at D=10m13 = 12mElevational E=45m24 = 9m Elevation at F=65mElevations at G-75mUpstream foundationelevation at pointH = 3mDownstream foundatielevation at pointI= 3m

Consider unit length of the dam.

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

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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Kindly answer the question. All answers in SI units

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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Step 1: Introducing given data

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Step 2: Table

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Step 3: Check stability in tension

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Step 4: Check stability in overturning and sliding

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Step 5: Calculate max & min stress

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Step 6: Calculate principal stress & shear stress

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