Load Calculation for Balcony as per IBC 2018 for SIP and TIMBER HOUSE

"Welcome to this structural engineering walkthrough, where we break down the dead load and live load calculation for a timber balcony designed for a 30 by 34 feet carriage house. In this video, we’ll first calculate the dead load, which includes the self-weight of all permanent structural and non-structural components — such as timber decking, joists, beams, railing systems, and any finishes. Each component is quantified and multiplied by its unit weight, using standard values from engineering references like the American Wood Council and IBC codes. Next, we move on to the live load, which represents the temporary loads from people, furniture, or movable objects. According to IBC 2018 Section 1607, balconies are typically designed for a minimum live load of 60 psf (pounds per square foot). We apply this to the balcony area to determine the total imposed load — and ensure that our structural members are sized properly to resist deflection and maintain safety under full loading conditions. If you’re designing a timber balcony, this step-by-step guide will help you understand the fundamentals of load calculations — critical for safe, code-compliant construction. Make sure to like, subscribe, and drop a comment if you want the spreadsheet or a downloadable PDF with all the calculations! #TimberBalcony #LoadCalculation #StructuralDesign #CarriageHouse #ArchitecturalEngineering"