By F. Nateghi, Mehdi Vojoudi
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Additional info for Design of Earthquake Resistance Buildings: Steel Building
7. Column Design For example column F-2 is designed completely.
1. 42 e< ⇒ fc = =4 1 + 1 + = BH H 85 * 85 6 85 fc ≤ Fp OK e= The bolts should be strength enough to carry maximum shear force applied on column. 2. 3. 3Base plate for column 4 44 Earthquake Resistance Design 9. Section Definition Section Definition After analyzing all the structures and designing the member sections, I tried to classify all the sections and reduce the variety of them. All the sections and their specifications are summarized here. 1. Column Sections I used 14 different sections for columns that all of them are square shaped.
Note that all the required specification for Special moment resisting systems checked. 2. 21 is used as analyzing tool. Structure modeled and loaded. 1 shows a schematic view of 3D model of structure. Just the geometry data of analytical model and material definition part of input file for ETABS are attached in ‘Appendix A’ and other information are omitted and you can find them on the attached Compact Disk (CD). After analyzing we can determine the weight of the stories and thus the quake loads can be calculated.