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Loads

This loads report provides information about the static, seismic, and dynamic loads applied to a dam structure for structural analysis. It includes loads from the dam body, upstream and downstream reservoirs at different water levels, concentrated masses, silt, ice, uplift, and post-tensioning forces. Joint IDs and elevations are listed along with load magnitudes and positions for various load cases representing normal, flood, and seismic conditions.

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107 views2 pages

Loads

This loads report provides information about the static, seismic, and dynamic loads applied to a dam structure for structural analysis. It includes loads from the dam body, upstream and downstream reservoirs at different water levels, concentrated masses, silt, ice, uplift, and post-tensioning forces. Joint IDs and elevations are listed along with load magnitudes and positions for various load cases representing normal, flood, and seismic conditions.

Uploaded by

Anonymous qMTonc
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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CADAM2D - Loads report

Project: Project engineer:


Dam: Analysis performed by:
Owner: Date:
Dam location: Units: Metric

STATIC LOADS (1/3)


Self-Weight Normal Operating level
Joint Dam Concentrated masses Upstream reservoir Downstream reservoir Crest Overtopping Uplift Ice
ID Upstream Vertical load Vertical load Horizontal load Vertical load Horizontal load Vertical load Vertical load Normal load Horizontal load
elevation D position x Mv position x Hnu elevation Vnu position x Hnd elevation Vnd position x Vnc position x Un position l Un position l
(m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m)
1 49.230
2 46.640

STATIC LOADS (2/3)


Flood level
Joint Silt Upstream reservoir Downstream reservoir Crest Overtopping Uplift
ID Upstream Horizontal load Vertical load Horizontal load Vertical load Horizontal load Vertical load Vertical load Normal load
elevation Sh position x Sv position x Hfu elevation Vfu position x Hfd elevation Vfd position x Vfc position x Uf position l
(m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m)
1 49.230 -12432.5 12.435
2 46.640 -12432.5

STATIC LOADS (3/3)


Post-tensioning
Joint Applied forces
Crest Downstream face
ID Upstream Vertical load Vertical load Horizontal load Horizontal load Vertical load
elevation Pc position x Pdv position x Pdh elevation Fh elevation Fv position x
(m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m)
1 49.230 -12432.5 12.435
2 46.640 -12432.5

PSEUDO-STATIC LOADS (SEISMIC COEFFICIENT)-STRESS ANALYSIS


Inertia loads Reservoirs (operating level)
Joint Silt
Dam Concentrated masses Upstream Downstream
ID Upstream Horizontal load Vertical load Horizontal load Vertical load Horizontal load Vertical load Horizontal load Vertical load Horizontal load Vertical load
elevation Qh elevation Qv position x Mdh elevation Mdv position x Hdu elevation Vdu position x Hdd elevation Vdd position x Sdh elevation Sdv position x
(m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m)
1 49.230 -12432.5 12.435
2 46.640 -12432.5

PSEUDO-STATIC LOADS (SEISMIC COEFFICIENT)-STABILITY ANALYSIS


Inertia loads Reservoirs (operating level)
Joint Silt
Dam Concentrated masses Upstream Downstream
ID Upstream Horizontal load Vertical load Horizontal load Vertical load Horizontal load Vertical load Horizontal load Vertical load Horizontal load Vertical load
elevation Qh' elevation Qv' position x Mdh' elevation Mdv' position x Hdu' elevation Vdu' position x Hdd' elevation Vdd' position x Sdh' elevation Sdv' position x
(m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m)
1 49.230 -12432.5 12.435
2 46.640 -12432.5

PSEUDO-DYNAMIC LOADS (CHOPRA'S METHOD)-STRESS ANALYSIS (1/2)


First mode Higher modes Modal combination
Joint Dam Reservoir (upstream) Concentrated masses Total Dam Reservoir (upstream) Concentrated masses Total SRSS Summation
ID Upstream Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load
elevation Eq1 elevation Hd1 elevation Md1 elevation Em1 elevation Eqs elevation Hds elevation Mds elevation Ems elevation Emc elevation Emc elevation
(m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m)
1 49.230 -12432.5 12.435
2 46.640 -12432.5

PSEUDO-DYNAMIC LOADS (CHOPRA'S METHOD)-STRESS ANALYSIS (2/2)


Vertical loads horizontal loads
Joint Dam Reservoir (upstream) Reservoir (downstream) Concentrated masses Silt Reservoir (downstream) Silt
ID Upstream Vertical load Vertical load Vertical load Vertical load Vertical load Horizontal load Horizontal load
elevation Eqv position x Vdu position x Vdd position x Mdv position x Sdv position x Hdd elevation Sdh elevation
CADAM2D - Loads report
Project: Project engineer:
Dam: Analysis performed by:
Owner: Date:
Dam location: Units: Metric

(m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m)
1 49.230 -12432.5 12.435
2 46.640 -12432.5

PSEUDO-DYNAMIC LOADS (CHOPRA'S METHOD)-STABILITY ANALYSIS (1/2)


First mode Higher modes Modal combination
Joint Dam Reservoir (upstream) Concentrated masses Total Dam Reservoir (upstream) Concentrated masses Total SRSS Summation
ID Upstream Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load Horizontal load
elevation Eq1' elevation Hd1' elevation Md1' elevation Em1' elevation Eqs' elevation Hds' elevation Mds' elevation Ems' elevation Emc' elevation Emc' elevation
(m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m)
1 49.230 -12432.5 12.435
2 46.640 -12432.5

PSEUDO-DYNAMIC LOADS (CHOPRA'S METHOD)-STABILITY ANALYSIS (2/2)


Vertical loads horizontal loads
Joint Dam Reservoir (upstream) Reservoir (downstream) Concentrated masses Silt Reservoir (downstream) Silt
ID Upstream Vertical load Vertical load Vertical load Vertical load Vertical load Horizontal load Horizontal load
elevation Eqv' position x Vdu' position x Vdd' position x Mdv' position x Sdv' position x Hdd' elevation Sdh' elevation
(m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m) (kN) (m)
1 49.230 -12432.5 12.435
2 46.640 -12432.5

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