Excessive deflection in what will be discussed in this article is the deflection in excess…

Gravity-wise, so long as there is something below that props what is above, gravity loads…

A column that does not directly take bending moments from the slab. Let that sink…

Having been used to UBC97 and ASCE 7-10 in scaling of dynamic seismic loads, using the…

Let’s extend the application of Mohr’s circle to a topic very dear to us structural…

I was asked to present this one as a lecture. Never made it to the…

Gif file not mine. Credit goes to whoever owns this.webp. Continuing our exploration of the…

by yours truly Anyone here who uses Prokon’s column base design module? The one that…

achieving the design objectives, the design shall be based on characteristic values for material strengths…

The current revision of the code of practice, IS 800:2000, recommends limit state method for…