FactorImpact on Bracing Design
Building height & dimensionsTaller structures need more lateral stiffness
Seismic zoneDemands energy-dissipating braces (e.g., Chevron)
Function & space useInteriors may limit diagonal bracing options
Aesthetic requirementsMay call for moment frames over visible bracing
Local codesIS 875 (Wind), IS 1893 (Seismic), IS 800 compliance
Cost constraintsBalance between economy and structural performance