Standards
Practical applications
Bolt Shear and Tension Resistance to CSA S16-19
Calculate bolt shear, bearing, tear-out and tension resistance to CSA S16-19 Cl. 13.12, with a per-bolt table and a worked four-bolt lap splice.
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Standards
Practical applications
Shear Friction Design to CSA A23.3
Size shear friction dowels to CSA A23.3-24 Cl. 11.5: pick c and mu for your joint, solve for the steel, and see what roughening saves at a slab-to-wall joint.
Why Concrete Takes 5 Years to Cure: Understanding Creep and Its Impact on Deflection
Why concrete creep can triple long-term deflections and what that means for high-rise schedules, form stripping and serviceability.
Managing Errors in Reinforced Concrete Design: A Philosophy for Engineers
Why managing errors is the mark of skilled RC design in Canada. Understand CSA A23.3 safety factors, phi values, and construction tolerances.
Converting Geotechnical P-Y Curves Into Structural Spring Models
Transform nonlinear P-Y curves from geotechnical reports into usable spring stiffness values for your structural analysis using secant and piecewise methods.
Effective Moment of Inertia for Cracked Concrete Walls
Why Ie/Ig ratios for concrete walls range from 0.25 to 0.8 across codes, and how to pick the right stiffness reduction factor for seismic analysis.
Substitute Frame Method
Learn how to reduce multi-bay moment frames to simple stick models for rapid period estimation and drift checks during preliminary seismic design.
About Me
Hey there!
I’m Arun Kishore, a Professional Engineer based in Vancouver, BC. I specialize in structural engineering for LNG facilities, civic water infrastructure, and advanced buildings - with a passion for automating the tedious stuff so engineers can focus on what matters.
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