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Chapter 26 WIND LOADS: GENERAL REQUIREMENTS

Chapter 26. WIND LOADS: GENERAL REQUIREMENTS . PROCEDURES DEFINITIONS. Scope The following de nitions apply to the provisions of Buildings and other structures, including the Chapters 26 through 31: Main Wind-Force Resisting System (MWFRS) and all APPROVED: Acceptable to the authority having components and cladding (C&C) thereof, shall be jurisdiction. designed and constructed to resist the wind loads BASIC WIND SPEED, V: Three-second gust determined in accordance with Chapters 26 through speed at 33 ft (10 m) above the ground in Exposure C. 31. The provisions of this Chapter de ne basic wind (see Section ) as determined in accordance with parameters for use with other provisions contained in Section this standard.

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 determining wind loads on both the MWFRS and C&C.

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