Ground-Supported vs Elevated Tanks in IS 1893 Part 2 explained simply, including buried tanks, staging effects, rocking, uplift, and seismic behaviour.
Ground-Supported vs Elevated Tanks in IS 1893 Part 2 Read More »
Foundation Design in IS 1893 explained simply: tie beams, soft soil caution, pile anchorage, and differential settlement checks for seismic safety.
Foundation Design in IS 1893: Key Seismic Rules Read More »
Design Eccentricity in IS 1893 explained simply—learn what 1.5es ± 0.05b means, why accidental torsion matters, and how to apply it in design.
Design Eccentricity in IS 1893: 1.5es ± 0.05b Read More »
Storey Drift Limit in IS 1893 explained simply—learn what 0.004h means, how to calculate drift, and why this code limit matters in seismic design.
Storey Drift Limit in IS 1893: What 0.004h Means Read More »
Bare Frame Analysis in Seismic Design can mislead engineers by ignoring URM infill effects on stiffness, irregularity, and governing member forces.
Bare Frame Analysis in Seismic Design: Why Misleading? Read More »
Equivalent Diagonal Strut Method for URM Infill Walls explained simply—learn Clause 7.9.2.2, strut width, stiffness effects, and modelling rules.
Equivalent Diagonal Strut Method for URM Infill Walls Read More »
RC Frame Buildings with Masonry Infill Walls in IS 1893 explained simply—learn how infills affect stiffness, soft storey risk, modelling, and seismic design.
RC Frame Buildings with Masonry Infill Walls in IS 1893 Read More »
Weak Storey vs Soft Storey in IS 1893 explained simply—learn the stiffness vs strength difference, code rules, and why open storeys are risky.
Weak Storey vs Soft Storey in IS 1893 Explained Read More »
Open Storey Buildings in IS 1893 explained clearly—why parking floors become seismic weak points, what Clause 7.10 says, and what designers must check.
Open Storey Buildings in IS 1893 Explained Read More »
Floating Columns in IS 1893 explained simply—see when they are prohibited, how Amendment No. 2 changed the rule, and why designers should avoid them.
Floating Columns in IS 1893: Are They Permitted? Read More »