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Excessive Deflection Counter Measures Of Conventional Slabs In Safe
Excessive deflection in what will be discussed in this article is the deflection in excess…
Posted inAdvanced Concepts
The Concept Of Lateral Stability
Gravity-wise, so long as there is something below that props what is above, gravity loads…
Posted inAdvanced Concepts
A Moment Of Columns Without Moment
A column that does not directly take bending moments from the slab. Let that sink…
Posted inAdvanced Concepts
Response Spectrum Scaling Per As1170.4
Having been used to UBC97 and ASCE 7-10 in scaling of dynamic seismic loads, using the…
Posted inAdvanced Concepts
Determining The Transferred Maximum In-Plane Diaphragm Shear Forces To Walls
Let’s extend the application of Mohr’s circle to a topic very dear to us structural…
Posted inAdvanced Concepts
Setting Up Several Analysis Models In Etabs
I was asked to present this one as a lecture. Never made it to the…
Posted inAdvanced Concepts
Setting Up Wind Drift Model In Etabs
Gif file not mine. Credit goes to whoever owns this.webp. Continuing our exploration of the…
Posted inAdvanced Concepts
Prokon And Case Of The Flying Footings
by yours truly Anyone here who uses Prokon’s column base design module? The one that…
Posted inAdvanced Concepts
LIMIT STATE DESIGN PHILOSOPHY
achieving the design objectives, the design shall be based on characteristic values for material strengths…
Posted inAdvanced Concepts
LIMIT STATE DESIGN: BASIS FOR DESIGN
The current revision of the code of practice, IS 800:2000, recommends limit state method for…