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Lateral Analysis IBC2018 <br /> UPSTATE JOB#: 1373 <br /> Description: PLAN 1498 <br /> Engineer: amg <br /> Governing Code: 2018 International Building Code all references in right margin are 2018 <br /> IBC unless specifically noted otherwise. <br /> 1603.1 General Design Criteria_ <br /> Roof I Walls I Floors Snow I Partitions <br /> Live Load (pst 25 40 25 <br /> Dead Load(psfl 15 10 10 10 <br /> 1603.1.4 Wind Design Criteria <br /> 1. Basic/ASD Wind Speed V/Vasd 110/85 mph F 1509.3(1) <br /> 2. Risk Category 11 1.00 ASCE7T 1.5-1 <br /> 3. Wind Exposure Category "B" 1609.4 <br /> 4. Internal Pressure Coefficient +1-0.55 ASCE7F26.13-1 <br /> 5. Components and Cladding design pressure +1- 16 psf A SCE 7 30.2.2 <br /> 1603.1.5 Earthquake Design Data <br /> 1. Risk Category 11 ASCE 7 T 1.5-1 <br /> 2. Seismic Importance Factor Iq 1.00 ASCE7T 1.5-2 <br /> 3. Short Period Acceleration SS 1.25 USGS Seismic Design Map Online <br /> 1-Second Accelleration Si 0.4 USGS Seismic Design Map Online <br /> 4. Site Class D ASCE7T?0.3-1 <br /> 5. Spectral response coefficient SDS 0.83 EQ 16-38 <br /> Spectral response coefficient Sol N/A EQ 16-39 <br /> 6. Seismic Design Category D T1613.2.3(1)and(2) <br /> 7. Seis. Force Resisting System A.15. A SCE 7T 12.2--1 <br /> 8. Design Base Shear 5863 Ibs See Page3.0 <br /> 9. Seismic Response Coefficient CS 0.13 A SCE 7EQ 128--2 <br /> 10. Response Modification Factor R 6.5 ASCE7T 12.2-1 <br /> 11. Analysis Procedure Equivalent Lateral Force ASCE712.8 <br /> Table of Contents <br /> 0.0 General Lateral Design Criteria <br /> 1.0 Determination of Wind Forces <br /> 2.0 Determination of Seismic Forces <br /> 3.0 Allowable Stress Design Loads <br /> 4.0 Shear walls in the Front to Rear Direction <br /> 5.0 Shear walls in the Side to Side Direction <br /> 6.0 Shear flow calculations <br /> 7,0 Appendix <br /> Version 7.0 Pg 0.1 <br />