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Unformatted text preview: same building using the Equivalent Lateral Force Procedure and distribute the forces that act on each story. Discuss the procedural and quantitative differences between UBC-91 and IBC. Please clearly state any assumptions you may make when applying the IBC 2000 procedures. W 4 = 60kips 15 ft W 3 = 120kips 15 ft W 2 = 120kips Figure 1 15 ft W 1 = 120kips 20 ft G/F Level 25 ft 18 ft 25 ft...
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- Spring '05
- Structural Engineering