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Posted: Thu Nov 12, 2015 9:55 am Post subject: Inverted Bracing in Crane Buildings
I am designing a shed which includes 10 ton capacity crane so to resists the longitudinal force (6 KN) due to the crane movement I am providing the V inverted bracing up to almost half length of the columns as shown in attached picture I cannot add bracing up to bottom of the column due to some clearance restrictions so my question is does this type of bracing will transfer the loads to the foundation properly however I check the drifting in SAP model which is under the allowable.
Or I should provide the portal frame under the inverted bracing,please suggest regarding this matter
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