Shear wall design per ACI-318 05

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Transcript of Shear wall design per ACI-318 05

Page 1: Shear wall design per ACI-318 05
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Rectbeam Uniaxial (Aci 318-99) vs. Pcacol (Aci 318-95)

Rectbeam Uniaxial (Aci 318-99) vs. Pcacol (Aci 318-95)

Shear Wall Design Manual - Ottegroupottegroup.com/wp-content/uploads/ETABS2016-SWD-ACI-318-14.pdf · Shear Wall Design Manual . ACI 318-14 . For ETABS ® 2016 . ISO ETA122815M38 Rev.

Shear Wall Design Manual - Ottegroupottegroup.com/wp-content/uploads/ETABS2016-SWD-ACI-318-14.pdf · Shear Wall Design Manual . ACI 318-14 . For ETABS ® 2016 . ISO ETA122815M38 Rev.

Shear Wall Design Manual - CSI Documentsdocs.csiamerica.com/manuals/etabs/Shear Wall Design/SWD-ACI-318-… · Shear Wall Design Manual . ACI 318-08 . For ETABS ® 2016 . ISO ETA122815M36

Shear Wall Design Manual - CSI Documentsdocs.csiamerica.com/manuals/etabs/Shear Wall Design/SWD-ACI-318-… · Shear Wall Design Manual . ACI 318-08 . For ETABS ® 2016 . ISO ETA122815M36

From ACI 318-02 to ACI 318-05

From ACI 318-02 to ACI 318-05

ACI 318-14 and ACI 318.2-14 to ACI 318-11 Building Code ...

ACI 318-14 and ACI 318.2-14 to ACI 318-11 Building Code ...

ACI 318-99E

ACI 318-99E

spColumn Manual - StructurePoint · • Code support for ACI 318-14, ACI 318-11, ACI 318-08, ACI 318-05, ACI 318-02 ... Any computer running Microsoft Windows Vista SP2, Windows 7,

spColumn Manual - StructurePoint · • Code support for ACI 318-14, ACI 318-11, ACI 318-08, ACI 318-05, ACI 318-02 ... Any computer running Microsoft Windows Vista SP2, Windows 7,

ACI 318-11 to ACI 318-14 and ACI 318.2-14 Building Code ... · Transition Key: 318‐11 to 318‐14 Building Code Requirements for Structural Concrete 318‐11 318‐14 Note Description

ACI 318-11 to ACI 318-14 and ACI 318.2-14 Building Code ... · Transition Key: 318‐11 to 318‐14 Building Code Requirements for Structural Concrete 318‐11 318‐14 Note Description

ACI 318 - Ibracon

ACI 318 - Ibracon

Number: 0188 - IAPMOdeformed reinforcing bars in reinforced concrete. ACI 318-14 Section 19.2.4, ACI 318-08 and ACI 318-11 Section 8.6, and ACI 318-05 Section D.3.4, provide details

Number: 0188 - IAPMOdeformed reinforcing bars in reinforced concrete. ACI 318-14 Section 19.2.4, ACI 318-08 and ACI 318-11 Section 8.6, and ACI 318-05 Section D.3.4, provide details

PUNCHING SHEAR CALCULATIONS1 ACI – 318; ADAPT · PDF fileTechnical Note Structural Concrete Software System TN192_Builder_punching_shear_aci_2 102505 PUNCHING SHEAR CALCULATIONS1

PUNCHING SHEAR CALCULATIONS1 ACI – 318; ADAPT · PDF fileTechnical Note Structural Concrete Software System TN192_Builder_punching_shear_aci_2 102505 PUNCHING SHEAR CALCULATIONS1

E1240 R0293 JORDAHL FINAL...ACI 318-08), D.3.1.2.3 (ACI 318-11) – The shear load Va ua ,i on an anchor due to a shear load V ua acting on the channel perpendicular to its longitudinal

E1240 R0293 JORDAHL FINAL...ACI 318-08), D.3.1.2.3 (ACI 318-11) – The shear load Va ua ,i on an anchor due to a shear load V ua acting on the channel perpendicular to its longitudinal

Shear Analysis and Design for Shear - Avant-Garde ... · Shear Analysis and Design for Shear ... Design for Shear ... ACI 318-14 / 9.7.6.2.2 determines that maximum spacing between

Shear Analysis and Design for Shear - Avant-Garde ... · Shear Analysis and Design for Shear ... Design for Shear ... ACI 318-14 / 9.7.6.2.2 determines that maximum spacing between

ACI 318-19: What’s New for 2019 · 2020. 3. 23. · ACI 318-19: What’s New for 2019 • New Shear Strength Equations; including size-effect factor • Higher Rebar Grades •

ACI 318-19: What’s New for 2019 · 2020. 3. 23. · ACI 318-19: What’s New for 2019 • New Shear Strength Equations; including size-effect factor • Higher Rebar Grades •

Exceptions to ACI 318

Exceptions to ACI 318

De ACI 318-02 a ACI 318-05

De ACI 318-02 a ACI 318-05

Aci 318-08 (spanish)

Aci 318-08 (spanish)

Guide for Design of Anchorage to Concrete: Examples Using ......Appendix D of ACI 318-02 and ACI 318-05 ACI 318-02 and ACI 318-05 use the terminology “low,” “moderate,” and

Guide for Design of Anchorage to Concrete: Examples Using ......Appendix D of ACI 318-02 and ACI 318-05 ACI 318-02 and ACI 318-05 use the terminology “low,” “moderate,” and

ACI 318-19 Updates (ACI 318-19) - mnconcretecouncil.com

ACI 318-19 Updates (ACI 318-19) - mnconcretecouncil.com

PUNCHING SHEAR CALCULATIONS 1 ACI – 318; ADAPT-PT · ACI – 318; ADAPT-PT 1. OVERVIEW Punching shear calculation applies to column-supported slabs, classified as two-way structural

PUNCHING SHEAR CALCULATIONS 1 ACI – 318; ADAPT-PT · ACI – 318; ADAPT-PT 1. OVERVIEW Punching shear calculation applies to column-supported slabs, classified as two-way structural