Laserfiche WebLink
Lateral Analysis IBC 2006 <br />R&A Job #: 07-363 <br />Description: Greenfield Project Plan B (2098 sf) <br />Engineer: MH <br />Governing Code: 2006 International Building Code all references in right margin are <br />2006 IBC unless specifically noted otherwise. [Page numbers] <br />1603.1 General Design Criteria r2781 <br />Roof <br />Walls <br />I Floors <br />I Snow <br />I Partitions <br />Live Load (psfl <br />25 <br />1 40 <br />25 <br />Dead Load (psD <br />15 <br />10 <br />1 10 <br />0 <br />1 10 <br />1603.1.4 Wind Design Criteria r2781 <br />1. Basic Wind Speed <br />85 mph <br />F 1609 [294] <br />2. Wind Importance Factor <br />Iw <br />1.00 <br />ASCE 7 T 6-1(77J <br />3. Wind Exposure Category <br />"B" <br />1609.4 [293] <br />4. Internal Pressure Coefficient <br />+/- 55 <br />ASCE 7 F 6-5 (47] <br />5. Components and Cladding design pressure <br />+/- 10 psf <br />ASCE 7 6.4.2.1.1 [24] <br />1603.1.5 Earthquake Design Data [2791 <br />1. Seismic Importance Factor <br />IE <br />1.00 <br />ASCE 7 T 11.5-1 [116] <br />2. Short Period Acceleration <br />Ss <br />1.25 <br />F1613.5(1) [308J <br />2. 1-Second Accelleration <br />S, <br />0.4 <br />F1613.5(2) [3 10] <br />3. Site Class <br />D <br />T1613.5.2 [303] <br />4. Spectral response coefficient <br />SDs <br />0.83 <br />EQ 16-37139 (303-4J <br />4. Spectral response coefficient <br />SDI <br />0.43 <br />EQ 16-38140 [303-4] <br />5. Seismic Design Category <br />D <br />T1613.5.6(1) and (2) [306] <br />6. Seis. Force Resisting System <br />A.13. <br />ASCE 7 T 12.2-1 [120] <br />7. Design Base Shear <br />7823 Ibs <br />8. Seismic Response Coefficient <br />Cs <br />0.13 <br />ASCE 7 EQ 12.8-2 [129J <br />9. Response Modification Factor. <br />R <br />6.5 <br />ASCE 7 T 12.2-1 [1201 <br />10. Analysis Procedure used <br />Simplified <br />ASCE 712.14 [135] <br />Table of Contents <br />0.0 <br />General Lateral Design Criteria <br />1.0 <br />Determination of. Wind Forces <br />2.0 <br />Determination of Seismic Forces <br />3.0 <br />Allowable Stress Design Loads <br />4.0 <br />Shear walls in the Front to Rear Direction <br />5.0 <br />Shear walls in the Side to Side Direction <br />6.0 <br />Shear flow calculations <br />7.0 <br />Appendix <br />Version 7.0 Pg 0.1 <br />