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Cases of design are described where, instead of using bracing in planes of frames for carrying wind load, all loads must be resisted by bending action of frame members; 4 numerical examples are given, concerning single-bay and 2-bay, 4, 10, and 30 story buildings and one covering building with unequal bays and unequal story heights.
Cases of design are described where, instead of using bracing in planes of frames for carrying wind load, all loads must be resisted by bending action of frame members; 4 numerical examples are given, concerning single-bay and 2-bay, 4, 10, and 30 story buildings and one covering building with unequal bays and unequal story heights.
Approach to design of tall steel buildings
Surveyor
Heyman, J. (author)
Surveyor ; 120
1961
2 pages
Article (Journal)
English
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Approach to design of tall steel buildings
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