Laserfiche WebLink
Lateral Analysis IBC 2003 <br />Governing Code: 2003 International Building Code all references in right margin are <br />2003 IBC unless specificly noted otherwise. [Page numbers] <br />1603.1 General Design Criteria f2691 <br />Roof <br />Walls <br />I Floors <br />I Snow <br />I Partitions <br />Live Load (pso <br />25 <br />1 40 <br />25 <br />Dead Load (pso <br />15 <br />10 <br />1 10 <br />1 10 <br />1603.1.4 Wind Design Criteria r2701 <br />1. Basic Wind Speed <br />85 mph <br />F 1609 [2841 <br />2. Wind Importance Factor <br />Iw <br />1.00 <br />T1604.5 [2721 <br />3. Wind Exposure Category <br />B <br />1609.4 [290] <br />4. Internal Pressure Coefficient <br />+/- 55 <br />ASCE 7 F 6-5 [491 <br />5. Components and Cladding design pressure <br />+/-10 psf <br />1609.6.2.1.1 [2911 <br />1603.1.5 Earthquake Design Data r2701 <br />1. Seismic Importance Factor <br />I <br />1.00 <br />T1604.5 f2721 <br />2. Short Period Acceleration <br />SS <br />1.260 <br />F1615(1) [3041 <br />2. 1-Second Accelleration <br />S, <br />0.430 <br />F1615(2) [3041 <br />3. Site Class <br />D <br />T1615.1.1 [322] <br />4. Spectral response coefficient <br />Sos <br />0.84 <br />EQ 16-38140 [322] <br />4. Spectral response coefficient <br />SDI <br />0.45 <br />EQ 16-39141 [322] <br />5. Seismic Design Category <br />D , <br />1616.3 [326] <br />6. Seis. Force Resisting System <br />1. K. <br />T1617.6.2 [3341 <br />7. Design Base Shear <br />10247 Ibs <br />8. Seismic Response Coefficient <br />CS <br />9. Response Modification Factor <br />R <br />6.5 <br />T1617.6.2 [3341 <br />10. Analysis Procedure used <br />Simplified <br />1617.5 (331] <br />Table of Contents <br />1.0 <br />General Lateral Design Criteria <br />1.1 <br />Determination of Wind Forces <br />1.2 <br />Determination of Seismic Forces <br />1.3 <br />Allowable Stress Design Loads <br />1.4 <br />Shear walls in the Front to Rear Direction <br />1.5 <br />Shear walls in the Side to Side Direction <br />1.6 <br />Shear flow calculations <br />1.7 <br />Appendix <br />V 1.0 1.0.1 <br />