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ESG DESIGN, PLLC JOB Birdwell TI <br /> Consulting Engineers DATE Jan 15,20 ESG <br /> 12540 202nd Place SE SUBJECT Shear Wall Analysis Summary <br /> Issaquah Washington 98027 <br /> SHEET NO. 1 <br /> This sheet performs calculations for Perforated Shearwalls per IBC 2015-ASD <br /> Shear Wall Data Input Results Callouts <br /> Shear Line V LWALL LFULL-HT HWALL HOPEN DL Co v R R_total 2bs/h* ARF* SW HD Notes <br /> (Ibs) (ft) (ft) (ft) (ft) (pif) (pit) (Ibs) (Ibs) Adjustment Flag Adjustment <br /> (Perforated) (Segmented) <br /> MAIN STORY (auto) (manual) <br /> North/South <br /> N1 2000 5.50 5.50 10.75 0.00 550 1.00 364 3002 - 1.00 - 1.00 - <br /> S1 2000 10.00 10.00 10.75 0.00 469 1.00 200 743 - 1.00 - 1.00 A - <br /> East/West <br /> El 2000 8.90 8.90 10.75 0.00 107 1.00 225 2130 - 1.00 - 1.00 <br /> W 1 2000 8.90 8.90 10.75 0.00 107 1.00 225 2130 - 1.00 - 1.00 <br /> HOLDOWNS:Foundation(SPF/HF) *2bs/h is applied to the v results in this spreadsheet <br /> Taq Item Capacity Post AB while the Aspect Ratio Factor(ARF)is accounted for <br /> H1 HDU4 3285# (2)2x "SB5/8x24"58"SB5/8x24"5/8"diam x 18"embed manually by reducing the capacity of the choosen SW <br /> H2 HDU2 2215# (2)2x "SB5/8x24"58"SB5/8x24"5/8"diam x 18"embed <br /> H3 DTT2Z 1800# (2)2x_ 1/2"diam x 6"embed <br />