Laserfiche WebLink
47 odWorks@ Shearwalls Whitkanack Shop.vvsw Jun, 23, 2022 20:07:0I <br />Flexible Diaphragm Wind Design <br />ASCE 7 Directional (All Heights) Loads <br />SHEAR RESULTS <br />N-S <br />Vv <br />For <br />ASD <br />Shear Force [plfj <br />Asp -Cub <br />Allowable Shear [plf] <br />Resp. <br />Shearlines <br />Gp <br />Dir <br />V <br />vmaxlvft <br />V lbs <br />Int Ext Int <br />Ext <br />Cc C Crab <br />V [lbs] <br />Ratio <br />Lane 1 <br />Level 2 <br />_ni, Lev2 <br />_ <br />Both <br />18.4 <br />- <br />142 <br />- 1.0 - <br />364 <br />- 364 <br />6736 <br />0.05S <br />Level 1 <br />Win„ Lev1 <br />- <br />Both <br />- <br />- <br />125e <br />- - - <br />- <br />- - <br />4441 <br />14a11 1-i <br />_ <br />Both <br />- <br />- <br />125E <br />- 1.0 - <br />364 <br />- - <br />4441 <br />- <br />Se,;. 1 <br />- <br />Both <br />103.1 <br />0.0 <br />928 <br />- 1.0 - <br />364 <br />- 364 <br />3276 <br />0.28 <br />Sea. 2 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />- w.0 - <br />364 <br />- 364 <br />- <br />Seg. 3 <br />- <br />Both <br />82.5 <br />0.0 <br />33C <br />- s0 - <br />291 <br />- 291 <br />1165 <br />0.28 <br />Line 2 <br />Level 2 <br />Ln2, Lev2 <br />- <br />Both <br />- <br />- <br />548 <br />- <br />- <br />- - <br />5824 <br />Well 2-1 <br />_ <br />Both <br />- <br />- <br />548 <br />- 1 0 - <br />364 <br />- - <br />5824 <br />- <br />Seg. 1 <br />- <br />Both <br />34.2 <br />0.0 <br />188 <br />- 1.0 - <br />364 <br />- 364 <br />2002 <br />0.09S <br />Se,. 2 <br />- <br />Both <br />34.2 <br />0.0 <br />171 <br />- 1,0 - <br />364 <br />- 364 <br />la20 <br />0.09S <br />seg. 3 <br />- <br />Both <br />34.2 <br />0.0 <br />Lae <br />- 1.0 - <br />364 <br />- 364 <br />2002 <br />0.09S <br />Level 1 <br />�n2, Levl <br />_ <br />Eoth <br />56.8 <br />- <br />1364 <br />- 1.0 - <br />364 <br />- 364 <br />6736 <br />0.16 <br />E-VV <br />W <br />for <br />ASC <br />Shear Force <br />[plf) <br />Asp -Cub <br />Allowable Shear[plq <br />Resp. <br />Shearlines <br />Gp <br />Dir <br />v <br />vmaxtvft <br />V Ubs] <br />Int Ext Int <br />Ext <br />'Co C Cmb <br />V lb$ <br />Ratio <br />Line A <br />Level 2 <br />LnA, Lev2 <br />- <br />both <br />- <br />- <br />2013 <br />- - <br />- <br />- <br />5678 <br />- <br />Wall A-1 <br />1 <br />Bc:h <br />- <br />- <br />20:3 <br />- 1.0 - <br />364 <br />_ - <br />5679 <br />- <br />Seg. 1 <br />Sc:h <br />129.0 <br />0.0 <br />1607 <br />1.0 - <br />364 <br />- 364 <br />5096 <br />0.35 <br />Seg. 2 <br />- <br />Bo:h <br />103.2 <br />0.0 <br />206 <br />- .80 - <br />291 <br />- 291 <br />582 <br />3.35 <br />Line B <br />1113, Lev2 <br />Bosh <br />- <br />- <br />2013 <br />- - - <br />- <br />- - <br />6279 <br />- <br />i4all B-1 <br />1 <br />Sc h <br />- <br />- <br />2013 <br />1.0 - <br />364 <br />- - <br />6279 <br />- <br />Se3. 1. <br />Bo-.h <br />111.'i <br />0.0 <br />15:' <br />1.0 - <br />364 <br />- 364 <br />4732 <br />Q.32 <br />Sea. 2 <br />- <br />Bcth <br />__6.7 <br />0.0 <br />496 <br />- 1.0 - <br />364 <br />- 364 <br />1547 <br />0.32 <br />Level 1 <br />.n3, Leal <br />i^ <br />Bc:h <br />299.2 <br />- <br />5984 <br />- 1.0 - <br />364 <br />- 364 <br />7280 <br />0.92 <br />W Gp -'Weft design group de,9ned in Sheathing and Framing Materials tables, where it shows associated Standard Waft. ""means that this wall is critical for <br />all walls in the Standard Wall group. <br />For Dir - Direction of wind force along shearfine. <br />v - Design shear force on segment = ASD-factored shear force per unit length of full -height sheathing (FHS) <br />vmax1vft - Perforated walls: Collector and in plane anchorage force as per SDPWS eqn. 4.3-9 = WFHS/Co. FHS Is factored for narrow segments as per <br />4.3.4.3 <br />Force -transfer welts: Sheaf force in piers above and below either openings or piers beside opening(s). Aspect ratio factor does not apply to these piers. <br />V - ASD factored shear force. For shearline: total shearline force. For WS& total of all segments on wall. For segment- force on segment <br />Asp/Cub -For wall. Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2. For segment or force -transfer pier. Aspect ratio adjustment from <br />SDPWS 4.3.3.4.1 <br />Int - Unit shear capacity of interior sheathing; Ext - Unit shear capacity of exterior sheathing. For wall., Unfectored For segment: Include Cub factor and <br />aspect ratio adustment <br />Co - Adjustment factor for perforated walls from SDPWS Table 4.3.3.5. <br />C - Sheathing combination rule, A = Add capacities, S = Strongest side or Woe weakest G - Stiffness-besid using SDPWS 4.3-3. <br />Cmb - Combined interior and exterior unit shear capacity including perforated wall factor Co. <br />V- Total factored shear capacity ofshearkne, wail or segment <br />Crit Rasp -Response ratio = WCmb = design shear force/unit shear capacity. S" indicates that the wind design crterion was critical in selecting wall. <br />Notes: <br />Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,4. <br />