Example: confidence
Chapter 26 WIND LOADS: GENERAL REQUIREMENTS
MWFRS about each principal axis proportioned so that the maximum displacement at each story under Case 2, the torsional wind load case, of Fig. 27.4-8, does not exceed the maximum displacement at the same location under Case 1 of Fig. 27.4-8, the basic wind load case. Chapter 26- General Requirements: Use to determine the basic parameters for
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