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Title:	Shearwall Length of Vertical Wall Segment / Wall Thickness (Hw/lw ≤ 2.0) Condition (4.3.4.9)
Owner:	Hakan Şahin
Creator:	Hakan Şahin	Aug 24, 2020
Last Changed by:	Zeynep Aladağ	Sept 28, 2022
Tiny Link: (useful for email)	https://idecad.atlassian.net/wiki/x/NYD_Q
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Incoming Links

Architecture & Structural Engineering (7)
Page: Design Shear Forces for Walls
Page: Overturning Moment Condition (0.75) for Shearwalls (4.3.4.6)
Page: Overturning Moment Condition for Shearwalls (4.3.4.5)
Page: Overturning Moment of Shearwalls (4.3.4.8)
Page: Reinforced Concrete Shearwalls in Basement Stories (4.3.4.10)
Page: Structural Systems Including Non-beam Slabs (4.3.4.4)
Page: Structural Systems with Nominal Ductiliy Level Shearwall and Moment Frames (4.3.4.7)

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Recent Changes

Time	Editor
Sept 28, 2022 13:02	Zeynep Aladağ	View Changes
Apr 19, 2021 10:38	oğuzcan hadim	View Changes
Mar 23, 2021 09:31	Zeynep Aladağ	View Changes
Aug 25, 2020 08:27	Hakan Şahin	View Changes
Aug 24, 2020 14:22	Hakan Şahin

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Outgoing Links

Architecture & Structural Engineering (6) Page: Structural Systems with Nominal Ductiliy Level Shearwall and Moment Frames (4.3.4.7)
Page: Overturning Moment of Shearwalls (4.3.4.8)
Page: Structural Systems Including Non-beam Slabs (4.3.4.4)
Page: Overturning Moment Condition for Shearwalls (4.3.4.5)
Page: Reinforced Concrete Shearwalls in Basement Stories (4.3.4.10)
Page: Overturning Moment Condition (0.75) for Shearwalls (4.3.4.6)