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Structural Glass Design for Balcony Handrail by msiddiq1 is a document available to read on EtoBox.

The document provides the design calculations for a glass handrail and balcony structure. It specifies the design philosophy, codes, and material properties. Loads considered include dead load, uniform load of 0.74 kN/m at the top of handrail and 1.0 kN/m2 on the infill surface per codes. Wind loads are calculated according to standards. The structure uses 10mm tempered glass fixed by 40x40x4mm steel brackets spaced at maximum 3.8m. Bending moment and deflection are calculated and the glass section is verif

Author

msiddiq1

Language

EN