Loads / Load Cases - Revision history

Rmanwaring@gfnet.com: Added Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104) reference to list of Best Practices Resources.

2025-02-05T20:28:10Z

Added Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104) reference to list of Best Practices Resources.

← Older revision		Revision as of 20:28, 5 February 2025
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	{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE]]		{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE]]
	{{Document Icon}} [[Ice Engineering (EM 1110-2-1612) \| Ice Engineering (EM 1110-2-1612), USACE]]		{{Document Icon}} [[Ice Engineering (EM 1110-2-1612) \| Ice Engineering (EM 1110-2-1612), USACE]]
			{{Document Icon}} [[Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104) \| Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104), USACE]]

	==Trainings==		==Trainings==

Mpollei@gfnet.com at 15:12, 21 July 2023

2023-07-21T15:12:36Z

← Older revision		Revision as of 15:12, 21 July 2023
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	\|link=		\|link=
	<!-- Add picture caption -->		<!-- Add picture caption -->
	\|caption= Free body diagram showing forces acting on a gravity dam.		\|caption= Free body diagram showing forces acting on a gravity dam.
			(Image Source: [https://commons.wikimedia.org/wiki/File:Forces_Gravity_Dam.jpg Wikimedia])
	}}		}}

Mpollei@gfnet.com at 20:47, 11 July 2023

2023-07-11T20:47:25Z

← Older revision		Revision as of 20:47, 11 July 2023
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) \| Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053), USACE~~, 2007~~]]		{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) \| Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053), USACE]]
	{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE~~, 2005~~]]		{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE]]
	{{Document Icon}} [[Ice Engineering (EM 1110-2-1612) \| Ice Engineering (EM 1110-2-1612), USACE~~, 2002~~]]		{{Document Icon}} [[Ice Engineering (EM 1110-2-1612) \| Ice Engineering (EM 1110-2-1612), USACE]]

	==Trainings==		==Trainings==

Grichards at 20:19, 17 March 2023

2023-03-17T20:19:51Z

← Older revision		Revision as of 20:19, 17 March 2023
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	There are a variety of forces against which a dam should be designed to adequately resist including but not limited to: self-weight, static water pressures, wave pressures, sediment buildup pressures, uplift water pressures, wind pressures, thermal loads, ice pressures, and earthquake forces.		There are a variety of forces against which a dam should be designed to adequately resist including but not limited to: self-weight, static water pressures, wave pressures, sediment buildup pressures, uplift water pressures, wind pressures, thermal loads, ice pressures, and earthquake forces.

	"Design of civil works projects must be performed to ensure acceptable performance of all [[Reinforced Concrete\|reinforced concrete]] hydraulic structures during and after each design event. Three levels of performance for [[stability]], strength, and stiffness are used to satisfy the [[structural]] and operational requirements for load categories with three expected ranges of recurrence (Usual, Unusual, and Extreme).<ref name="EM 1110-2-2104">[[Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104) \| Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104), USACE, 2016]]</ref>		"Design of civil works projects must be performed to ensure acceptable performance of all [[Reinforced Concrete\|reinforced concrete]] hydraulic structures during and after each design event. Three levels of performance for [[stability]], strength, and stiffness are used to satisfy the [[structural]] and operational requirements for load categories with three expected ranges of recurrence (Usual, Unusual, and Extreme).<ref name="EM 1110-2-2104">[[Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104) \| Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104), USACE, 2016]]</ref> Minimum acceptable factors of safety for these load categories typically vary, with higher factors of safety required for usual conditions and lower factors of safety required for extreme conditions.

	==Best Practices Resources==		==Best Practices Resources==

Grichards at 17:00, 14 December 2022

2022-12-14T17:00:50Z

← Older revision		Revision as of 17:00, 14 December 2022
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	==Best Practices Resources==		==Best Practices Resources==
	~~{{Document Icon}} [[Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104) \| Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104), USACE, 2016]]~~
	~~{{Document Icon}} [[Calculating Forces on Components of Hydraulic Structures (ERDC/CHL CHETN-IX-21) \| Calculating Forces on Components of Hydraulic Structures (ERDC/CHL CHETN-IX-21), USACE, 2009]]~~
	{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) \| Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053), USACE, 2007]]		{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) \| Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053), USACE, 2007]]
	{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE, 2005]]		{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE, 2005]]
	{{Document Icon}} [[Ice Engineering (EM 1110-2-1612) \| Ice Engineering (EM 1110-2-1612), USACE, 2002]]		{{Document Icon}} [[Ice Engineering (EM 1110-2-1612) \| Ice Engineering (EM 1110-2-1612), USACE, 2002]]
	{{Document Icon}} [[Nonlinear, Incremental Structural Analysis of Massive Concrete Structures (ETL 1110-2-365) \| Nonlinear, Incremental Structural Analysis of Massive Concrete Structures (ETL 1110-2-365), USACE, 1994]]

	==Trainings==		==Trainings==

Grichards at 05:36, 18 November 2022

2022-11-18T05:36:20Z

← Older revision		Revision as of 05:36, 18 November 2022
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	<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->		<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->
	__NOTOC__		__NOTOC__
			[[Category:Global Stability of a Dam]]
	----		----

Rmanwaring at 00:01, 15 November 2022

2022-11-15T00:01:07Z

← Older revision		Revision as of 00:01, 15 November 2022
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	<!-- Introductory paragraph or topic page summary -->		<!-- Introductory paragraph or topic page summary -->
	There are a variety of forces against which a dam should be designed to adequately resist including but not limited to: self-weight, static water pressures, wave pressures, sediment buildup pressures, uplift water pressures, wind pressures, thermal loads, ice pressures, and earthquake forces.		There are a variety of forces against which a dam should be designed to adequately resist including but not limited to: self-weight, static water pressures, wave pressures, sediment buildup pressures, uplift water pressures, wind pressures, thermal loads, ice pressures, and earthquake forces.

			"Design of civil works projects must be performed to ensure acceptable performance of all [[Reinforced Concrete\|reinforced concrete]] hydraulic structures during and after each design event. Three levels of performance for [[stability]], strength, and stiffness are used to satisfy the [[structural]] and operational requirements for load categories with three expected ranges of recurrence (Usual, Unusual, and Extreme).<ref name="EM 1110-2-2104">[[Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104) \| Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104), USACE, 2016]]</ref>

	==Best Practices Resources==		==Best Practices Resources==

Rmanwaring at 23:56, 14 November 2022

2022-11-14T23:56:30Z

@@ Line 2: / Line 2: @@
 __NOTOC__
 ----
 <!-- Introductory paragraph or topic page summary -->
 There are a variety of forces against which a dam should be designed to adequately resist including but not limited to: self-weight, static water pressures, wave pressures, sediment buildup pressures, uplift water pressures, wind pressures, thermal loads, ice pressures, and earthquake forces.

Rmanwaring at 23:53, 14 November 2022

2022-11-14T23:53:26Z

← Older revision		Revision as of 23:53, 14 November 2022
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[~~Ice Engineering~~ (EM 1110-2-~~1612~~)\|~~Ice Engineering~~ (EM 1110-2-~~1612~~) (~~U.S. Army Corps~~ of ~~Engineers~~)]]		{{Document Icon}} [[Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104) \| Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104), USACE, 2016]]
	{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053)\|Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) (~~U.S. Army Corps~~ of ~~Engineers~~)]]		{{Document Icon}} [[Calculating Forces on Components of Hydraulic Structures (ERDC/CHL CHETN-IX-21) \| Calculating Forces on Components of Hydraulic Structures (ERDC/CHL CHETN-IX-21), USACE, 2009]]
			{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) \| Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053), USACE, 2007]]
			{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE, 2005]]
			{{Document Icon}} [[Ice Engineering (EM 1110-2-1612) \| Ice Engineering (EM 1110-2-1612), USACE, 2002]]
			{{Document Icon}} [[Nonlinear, Incremental Structural Analysis of Massive Concrete Structures (ETL 1110-2-365) \| Nonlinear, Incremental Structural Analysis of Massive Concrete Structures (ETL 1110-2-365), USACE, 1994]]

	==Trainings==		==Trainings==

Rmanwaring at 23:48, 14 November 2022

2022-11-14T23:48:23Z

← Older revision		Revision as of 23:48, 14 November 2022
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	----		----
	<!-- Introductory paragraph or topic page summary -->		<!-- Introductory paragraph or topic page summary -->
	~~Paragraph text~~		There are a variety of forces against which a dam should be designed to adequately resist including but not limited to: self-weight, static water pressures, wave pressures, sediment buildup pressures, uplift water pressures, wind pressures, thermal loads, ice pressures, and earthquake forces.

	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Ice Engineering (EM 1110-2-1612)\|Ice Engineering (EM 1110-2-1612) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Ice Engineering (EM 1110-2-1612)\|Ice Engineering (EM 1110-2-1612) (U.S. Army Corps of Engineers)]]
	{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053)\|Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053)\|Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) (U.S. Army Corps of Engineers)]]

			==Trainings==
			{{Video Icon}} [[On-Demand Webinar: Introduction to Concrete Gravity Dams]]
			{{Video Icon}} [[On-Demand Webinar: Analysis of Concrete Arch Dams]]
			{{Video Icon}} [[On-Demand Webinar: Stability Evaluations of Concrete Dams]]
			{{Video Icon}} [[On-Demand Webinar: Uplift and Drainage for Concrete Dams and Spillways]]
			{{Video Icon}} [[On-Demand Webinar: Seismic Stability Evaluation of Earth Dams]]
			{{Video Icon}} [[On-Demand Webinar: Earthquake Hazards, Ground Motions and Dynamic Response]]
			{{Video Icon}} [[On-Demand Webinar: Delhi Dam – A Compound Failure]]
			{{Video Icon}} [[On-Demand Webinar: Current Trends in the Seismic Analysis of Embankment Dams]]

	<!-- In the location of an in text citation, simply enclose the citation as follows: <ref> citation </ref>. Citations will automatically populate. Learn more at https://www.mediawiki.org/wiki/Help:Cite. -->		<!-- In the location of an in text citation, simply enclose the citation as follows: <ref> citation </ref>. Citations will automatically populate. Learn more at https://www.mediawiki.org/wiki/Help:Cite. -->

← Older revision		Revision as of 17:00, 14 December 2022
Line 19:		Line 19:

	==Best Practices Resources==		==Best Practices Resources==
	~~{{Document Icon}} [[Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104) \| Strength Design for Reinforced Concrete Hydraulic Structures (EM 1110-2-2104), USACE, 2016]]~~
	~~{{Document Icon}} [[Calculating Forces on Components of Hydraulic Structures (ERDC/CHL CHETN-IX-21) \| Calculating Forces on Components of Hydraulic Structures (ERDC/CHL CHETN-IX-21), USACE, 2009]]~~
	{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) \| Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053), USACE, 2007]]		{{Document Icon}} [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053) \| Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053), USACE, 2007]]
	{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE, 2005]]		{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE, 2005]]
	{{Document Icon}} [[Ice Engineering (EM 1110-2-1612) \| Ice Engineering (EM 1110-2-1612), USACE, 2002]]		{{Document Icon}} [[Ice Engineering (EM 1110-2-1612) \| Ice Engineering (EM 1110-2-1612), USACE, 2002]]
	{{Document Icon}} [[Nonlinear, Incremental Structural Analysis of Massive Concrete Structures (ETL 1110-2-365) \| Nonlinear, Incremental Structural Analysis of Massive Concrete Structures (ETL 1110-2-365), USACE, 1994]]

	==Trainings==		==Trainings==