Posted inAdvanced Concepts Determining The Transferred Maximum In-Plane Diaphragm Shear Forces To Walls Posted by admin October 2, 2021 Letโs extend the application of Mohrโs circle to a topic very dear to us structural…
Posted inAdvanced Concepts Setting Up Several Analysis Models In Etabs Posted by admin October 2, 2021 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 Posted by admin October 2, 2021 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 Posted by admin October 2, 2021 by yours truly Anyone here who uses Prokonโs column base design module? The one that…
Posted inAdvanced Concepts LIMIT STATE DESIGN PHILOSOPHY Posted by admin October 2, 2021 achieving the design objectives, the design shall be based on characteristic values for material strengths…
Posted inAdvanced Concepts LIMIT STATE DESIGN: BASIS FOR DESIGN Posted by admin October 2, 2021 The current revision of the code of practice, IS 800:2000, recommends limit state method for…
Posted inAdvanced Concepts STEEL DESIGN: TYPES OF ELEMENTS Posted by admin October 2, 2021 IS 800:2007 classifies elements in to three types, as per Cl. 3.7.3., as follows. 1.…
Posted inAdvanced Concepts CLASSIFICATION OF CROSS-SECTIONS Posted by admin October 2, 2021 Plate elements of a cross-section may buckle locally due to compressive stresses. The local buckling…
Posted inAdvanced Concepts PROPERTIES OF STRUCTURAL STEEL Posted by admin October 2, 2021 1. Physical properties Physical properties of structural steel, as detailed by cl.2.2.4.1 of IS 800:2007,…
Posted inAdvanced Concepts Collapse Mechanism Posted by admin October 2, 2021 So for our previous beam, we know that we require two hinges for collapse (one…