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Wood Shear Wall <br />LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 <br />DESCRIPTION:1 - REAR OF BATH 1 <br />Project File: 24058 Calcs.ec6 <br />Project Title:POCKETT ADU <br />Engineer: <br />Project ID:24058 <br />Project Descr:ATTACHED ADU <br />Attachment <br />Panel <br />Shear Panel Summary <br />Level <br />Allow Notes <br />Used <br />Max Shear <br />(kips) Load Comb#Status <br />Actual <br />ID <br /># Sides <br />Actual (plf)Allow <br />Shear Summary & Attachment <br />Height/Width Ratio <br />P1 1 OK1.201 Use 6" at panel edges, 12" in field+0.4516D+0.70E <br />1.64 <br />1 <br />3.50 <br />171.6 <br />Ratio OK <br />200.0 <br />Chord <br />Chord Summary <br />Level Left <br />Governs@ Location Ratio(ft) Size#StatusID <br /># Req''d Member Stress <br />Dist from CHORD DESIGN SUMMARY <br />1 4x4 0.26 OK <br />Max Compression in chord :2.24 k Load Comb :+1.148D-0.70E 183 Allow F'c =Max fc = psi 700 psi <br />Max Tension in chord : -1.97 k Load Comb :+1.148D+0.70E Max ft = 161 psi Allow F't =475 psi <br />User-specified anchorage device : __________________________ <br />1 Comp0.00C1 <br />Hold Down force at anchorage : 1.28 k Load Comb :+1.148D+0.70E <br />1 4x4 0.26 OK <br />Max Compression in chord :2.24 k Load Comb :+1.148D+0.70E 183 Allow F'c =Max fc = psi 700 psi <br />Max Tension in chord : -1.97 k Load Comb :+1.148D-0.70E Max ft = 161 psi Allow F't =475 psi <br />User-specified anchorage device : __________________________ <br />1 Comp7.00C2 <br />Hold Down force at anchorage : 1.28 k Load Comb :+1.148D-0.70E <br />Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number <br />WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall <br />Page 19 of 35