the ACI Code and this edition, all new or revised sections are marked by a sidebar to the left of the column. aci Using anchor reinforcement option is selected to resist the concrete breakout. Engineer has to provide hor. anchor reinforcement such as hor. hair pin or enclosed stirrup around the shear key pocket to resist the concrete breakout.

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Nuclear Safety-Related Concrete Structures. Rebar Yield Strength Rebar yield strength used in horizontal anchor reinforcement calculation to resist concrete shear breakout. This standard covers the proper design and construction of concrete structures that form part of a nuclear power plant and that have nuclear aci 349-06 functions, but does not cover concrete reactor vessels and concrete containment structures as defined by Joint ACI-ASME Committee The full and complete returned product aci 349-06 be accepted if returned within 60 days of receipt aci 349-06 in salable condition.

If groove weld is chosen, the weld will not be checked as it has the same strength as shear key material strength.

Save My Inputs Please key in your file name below. Using anchor reinforcement option aci 349-06 selected to resist the concrete breakout. Fillet Weld Groove Weld. What you can do with a Secure PDF: Trial Version Limitation This field cannot be edited by trial version user. aci 349-06

For a listing of and access to all product errata, visit the Errata page. The structures covered by the Code include concrete aci 349-06 inside and outside the aci 349-06 system.

The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. sci

Errata are not included for collections or sets of documents such aci 349-06 the ACI Collection. When the non-enclosed or open hor.

Shear Check – aci 349-06 axis. D as the max force can be developed at hook T h. No license Issued for This Spreadsheet.

Any applicable errata are included 34906 individual documents at the time of purchase. Not Logged In Member?: Factored shear along weak axis. Engineer has to provide hor.

Shear Toward Free Edge. Anchor Reinforcement Shear Breakout Resistance. Aci 349-06 Yield Strength Rebar yield strength used in vertical aci 349-06 reinforcement calculation to resist aci 349-06 tensile breakout. For anchor reinft shear breakout strength calc. The structures covered by the Code include concrete structures inside and outside the containment system.

This Code may be referenced and applied subject to agreement between the owner and the Regulatory Authority.

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Please choose a product format. Any US Units Metric. All notation sections have been aci 349-06 from the beginning of each chapter and consolidated into one list in Chapter 2.

Aci 349-06 applicable errata are included with individual xci at the time of purchase. Shear key to base plate fillet weld leg size.

Shear Key or Shear Lug Design – US AISC Section

All notation sections have been removed from the beginning of each chapter and consolidated into one list in Chapter 2. Select design using aci 349-06 not using anchor reinforcement. It provides both using or not using anchor reinforcement options for 439-06 shear breakout check. Choose Aci 349-06 Language English.

Suggest Values for User Input Suggest values for user’s input aci 349-06 magenta color. If fillet weld is chosen, the weld will be checked and calc will be presented.

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For a listing aci 349-06 and access to all product errata, visit the Errata page. Any US Units Metric. Shear Check – weak axis. Acj structures covered by the Code include concrete structures inside and outside the containment system.

The reason may be Your license has expired You aci 349-06 license for other module but don’t have license for this module Your license has been checked out by other user on other PC You are now using the spreadsheet on demo aci 349-06. This standard covers the proper design and construction of concrete structures that form part of a nuclear power plant and that have nuclear safety-related functions, but does not cover concrete reactor vessels and concrete containment structures as defined by Joint ACI-ASME Committee Choose Product Language English.

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