My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1318 75TH ST SE 2024-03-01
>
Address Records
>
75TH ST SE
>
1318
>
1318 75TH ST SE 2024-03-01
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/1/2024 3:57:39 PM
Creation date
2/13/2024 11:03:33 AM
Metadata
Fields
Template:
Address Document
Street Name
75TH ST SE
Street Number
1318
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
312
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />SERVICEABILITY DEFLECTION (flexible wind design) <br />These deflections are used to determine story drift <br />Wall, <br />W <br />Bending <br />Ga <br />Nail slip <br />Shear <br />Hold <br />Total <br />segment <br />Gp <br />Dir <br />Srf <br />v <br />b <br />h <br />A <br />Defl <br />kips/ <br />Vn <br />en <br />Defl <br />Defl <br />Defl <br />If <br />ft <br />ft <br />s .in <br />in <br />in <br />Ibs <br />in <br />in <br />in <br />in <br />Level 1 <br />Line 1 <br />1-1,1 <br />2 <br />S->N <br />Ext <br />318.3 <br />12.50 <br />9.00 <br />16.5 <br />.008 <br />28.6 <br />240 <br />.022 <br />.098 <br />0.29 <br />0.39 <br />S->N <br />Int <br />66.1 <br />6.5 <br />102 <br />.030 <br />.098 <br />N->S <br />Ext <br />226.3 <br />12.50 <br />9.00 <br />16.5 <br />.006 <br />28.6 <br />240 <br />.022 <br />.070 <br />0.32 <br />0.39 <br />N->S <br />Int <br />47.0 <br />6.5 <br />102 <br />.030 <br />.070 <br />1-1,2 <br />S->N <br />Ext <br />61.6 <br />10.00 <br />9.00 <br />16.5 <br />.002 <br />28.6 <br />240 <br />.022 <br />.019 <br />0.36 <br />0.39 <br />S->N <br />Int <br />12.8 <br />6.5 <br />102 <br />.030 <br />.019 <br />N->S <br />Ext <br />176.7 <br />10.00 <br />9.00 <br />16.5 <br />.005 <br />28.6 <br />240 <br />.022 <br />.055 <br />0.33 <br />0.39 <br />N->S <br />Int <br />36.7 <br />6.5 <br />102 <br />.030 <br />.055 <br />Line 3 <br />3-1 <br />1 <br />Both <br />Ext <br />131.5 <br />32.00 <br />9.00 <br />16.5 <br />.001 <br />22.4 <br />234 <br />.020 <br />.054 <br />0.10 <br />0.16 <br />Both <br />Int <br />41.9 <br />6.5 <br />102 <br />.030 <br />.054 <br />Line A <br />A-1,1 <br />1 <br />Both <br />Ext <br />68.0 <br />30.50 <br />9.00 <br />16.5 <br />.001 <br />22.4 <br />234 <br />.020 <br />.028 <br />0.10 <br />0.13 <br />Both <br />Int <br />21.7 <br />6.5 <br />102 <br />.030 <br />.028 <br />A-1,2 <br />Both <br />Ext <br />0.0 <br />18.50 <br />9.00 <br />16.5 <br />.000 <br />22.4 <br />234 <br />.020 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />6.5 <br />102 <br />.030 <br />.000 <br />Line B <br />B-1,1 <br />2 <br />Both <br />Ext <br />146.5 <br />5.50 <br />9.00 <br />16.5 <br />.008 <br />28.6 <br />240 <br />.022 <br />.045 <br />0.59 <br />0.64 <br />Both <br />Int <br />30.4 <br />6.5 <br />102 <br />.030 <br />.045 <br />B-1,2 <br />Both <br />Ext <br />146.5 <br />5.50 <br />9.00 <br />16.5 <br />.008 <br />28.6 <br />240 <br />.022 <br />.045 <br />0.59 <br />0.64 <br />Both <br />Int <br />30.4 <br />6.5 <br />102 <br />.030 <br />.045 <br />B-1,3 <br />Both <br />Ext <br />0.0 <br />4.50 <br />9.00 <br />16.5 <br />.000 <br />28.6 <br />240 <br />.022 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />6.5 <br />102 <br />.030 <br />.000 <br />B-1,4 <br />Both <br />Ext <br />215.2 <br />6.00 <br />9.00 <br />16.5 <br />.011 <br />28.6 <br />240 <br />.022 <br />.067 <br />0.56 <br />0.64 <br />Wall, <br />W <br />Bending <br />Ga <br />Nail slip <br />Shear <br />Hold <br />Total <br />segment <br />Gp <br />Dir <br />Srf <br />v <br />b <br />h <br />A <br />Defl <br />kips/ <br />Vn <br />en <br />Defl <br />Defl <br />Defl <br />If <br />ft <br />ft <br />s .in <br />in <br />in <br />Ibs <br />in <br />in <br />in <br />in <br />Level 2 <br />Line 1 <br />1-1,2 <br />1 <br />Both <br />Ext <br />139.5 <br />7.50 <br />8.00 <br />16.5 <br />.004 <br />22.4 <br />234 <br />.020 <br />.051 <br />0.45 <br />0.51 <br />Both <br />Int <br />44.5 <br />6.5 <br />102 <br />.030 <br />.051 <br />1-1,3 <br />Both <br />Ext <br />144.5 <br />8.00 <br />8.00 <br />16.5 <br />.004 <br />22.4 <br />234 <br />.020 <br />.053 <br />0.45 <br />0.51 <br />Both <br />Int <br />46.1 <br />6.5 <br />102 <br />.030 <br />.053 <br />Line 3 <br />3-1,1 <br />1 <br />Both <br />Ext <br />0.0 <br />3.00 <br />8.00 <br />16.5 <br />.000 <br />22.4 <br />234 <br />.020 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />3-1,2 <br />Both <br />Ext <br />193.6 <br />15.00 <br />8.00 <br />16.5 <br />.002 <br />22.4 <br />234 <br />.020 <br />.069 <br />0.24 <br />0.31 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />3-1,3 <br />Both <br />Ext <br />0.0 <br />4.50 <br />8.00 <br />16.5 <br />.000 <br />22.4 <br />234 <br />.020 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />Line A <br />A-1,1 <br />1 <br />Both <br />Ext <br />0.0 <br />13.50 <br />8.00 <br />16.5 <br />.000 <br />22.4 <br />234 <br />.020 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />6.5 <br />102 <br />.030 <br />.000 <br />A-1,3 <br />Both <br />Ext <br />41.6 <br />24.50 <br />8.00 <br />16.5 <br />.000 <br />22.4 <br />234 <br />.020 <br />.015 <br />0.11 <br />0.13 <br />Both <br />Int <br />13.3 <br />6.5 <br />102 <br />.030 <br />.015 <br />Line C <br />C-2 <br />1 <br />Both <br />Ext <br />54.4 <br />22.50 <br />8.00 <br />16.5 <br />.001 <br />22.4 <br />234 <br />.020 <br />.020 <br />0.12 <br />0.14 <br />Legend: <br />Wall, segment - Wall and segment between openings, e.g. B-3, 2 = second segment on Wall 3 on Shearline B <br />W Gp - Wall design group defined in Sheathing and Materials tables, where it shows associated Standard Wall. <br />Dir- Force direction <br />Srf - Wall surface, interior or exterior for perimeter walls, 1 or 2 for interior partitions <br />v - Shear force per unit distance on wall segment using 1.0 Wa = wind load based on serviceability wind speeds from ASCE 7 CC. 2.2, Figs. CC. 2-1 <br />- CC.2-4. For perforated walls, vmax from SDPWS 4.3-9 is used, as per 4.3.2.1. For force -transfer walls, unit shear force in pier beside opening(s) <br />is used. <br />b - Segmented wall or force -transfer wall segments: Width of wall segment between openings. Perforated wall: Sum of FHS segments, modified as <br />per SDPWS 4.3.2.1. Force -transfer wall: Length of wall including openings. <br />h - Wall height. For force -transfer piers, distance from bottom of opening to top of wall is shown; for end segments, results using that distance and <br />the wall height are averaged, as per APA T555. <br />Defl - Horizontal shearwall deflection due to given term: <br />Bending = 8vh^3 / EAb Cub; A - Cross sectional area of segment end stud(s); E - stud mod. of elasticity in Framing Materials table <br />Shear = vh / 1000 Ga Cub. Ga - Factor x vw / (Factor x vw / Gt + 0.75 en), adapted from SDPWS Ex. C4.3.2-1; vw - ASD sheathing capacity, <br />Gt - Shear stiffness from C4.3.3.2, value is in Sheathing Materials table; en - Nail slip from table C4.2.2D; Vn - Shear force per nail using Factor x <br />vw, Factor = Ps/Pm/0.6 for WSP, 1.0 for other materials, Ps - serviceability wind pressure; Pm - MWFRS wind pressure <br />Page 45 of 52 <br />19 <br />
The URL can be used to link to this page
Your browser does not support the video tag.