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Design for Wind-Loading Resistance

As the loading is less than the blasting load whieh was the design load for the eolumn frame in direetion parallel to the main frame no bracing required in this direction. [Pg.637]

Design of bracing in direction perpendicular to the main frame. [Pg.637]

Therefore horizontal load on topof column= 36.12 x = 795.53ATA [Pg.637]

See other pages where Design for Wind-Loading Resistance is mentioned: [Pg.636]

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Design load

Loads resistive

Resist design

Wind load

Wind resistance