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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:2 - REAR OF DINING/KITCHEN & GREAT RM <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 NG!0.945 CAPACITY EXCEEDED+0.4516D+0.70E <br />3.45 <br />1 <br />3.50 <br />343.7 <br />Ratio OK <br />301.9 <br />P2 1 OK1.977 Use 3" at panel edges, 12" in field+0.4516D+0.70E <br />1.65 <br />1 <br />3.50 <br />343.7 <br />Ratio OK <br />392.9 <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 0.40 OK <br />Max Compression in chord :3.41 k Load Comb :+1.148D-0.70E 278 Allow F'c =Max fc = psi 700 psi <br />Max Tension in chord : -3.27 k Load Comb :+1.148D+0.70E Max ft = 267 psi Allow F't =475 psi <br />User-specified anchorage device : __________________________ <br />1 Comp0.00C1 <br />Hold Down force at anchorage : 3.12 k Load Comb :+1.148D+0.70E <br />1 4x4 0.40 OK <br />Max Compression in chord :3.41 k Load Comb :+1.148D+0.70E 278 Allow F'c =Max fc = psi 700 psi <br />Max Tension in chord : -3.27 k Load Comb :+1.148D-0.70E Max ft = 267 psi Allow F't =475 psi <br />User-specified anchorage device : __________________________ <br />1 Comp2.75C2 <br />Hold Down force at anchorage : 3.12 k Load Comb :+1.148D-0.70E <br />1 4x4 0.40 OK <br />Max Compression in chord :3.41 k Load Comb :+1.148D-0.70E 278 Allow F'c =Max fc = psi 700 psi <br />Max Tension in chord : -3.27 k Load Comb :+1.148D+0.70E Max ft = 267 psi Allow F't =475 psi <br />User-specified anchorage device : __________________________ <br />1 Comp24.35C3 <br />Hold Down force at anchorage : 2.95 k Load Comb :+1.148D+0.70E <br />1 4x4 0.40 OK <br />Max Compression in chord :3.41 k Load Comb :+1.148D+0.70E 278 Allow F'c =Max fc = psi 700 psi <br />Max Tension in chord : -3.27 k Load Comb :+1.148D-0.70E Max ft = 267 psi Allow F't =475 psi <br />User-specified anchorage device : __________________________ <br />1 Comp30.10C4 <br />Hold Down force at anchorage : 2.95 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 21 of 35