The flexural curvature of any beam composed of material with linear elastic behaviour, subject to a bending moment, M, is given by: C = M / EI where E is the elastic modulus of the beam, and I is its … more →
Newton Excel Bach, not (just) an Excel Blogwrote 1 week ago: Reinforced concrete – Expanded Polystyrene (EPS) sandwich panel: Megatrend bahan bangunan hemat ener … more →
wrote 1 month ago: The flexural curvature of any beam composed of material with linear elastic behaviour, subject to a … more →
wrote 2 months ago: The simplified reinforced concrete section analysis spreadsheet presented here has been revised to a … more →
wrote 5 months ago: The Venus Project implies that the aims of architecture should be redefined in this new culture. The … more →
wrote 7 months ago: On October 10th 2006, the Romanian academic community suffered a great loss, the passing away of Pro … more →
wrote 8 months ago: Magnitude 4.9 – 09/04/2009 – 21:38:16 CET Swinging lamps, shaking doors, moving sofa. We … more →
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wrote 10 months ago: Spanish architects Eneseis Arquitectura have completed a family residence in Alicante, Spain. The ho … more →
wrote 11 months ago: I think this building requires no words, just pictures so here’s a few of the good ones follow … more →
wrote 1 year ago: Let us share with you guys our COOLMAN Wall Saw Blade 800mm running the job of cutting reinforced co … more →
wrote 1 year ago: Previous post The spreadsheets presented in earlier posts in this series have been simplified for us … more →
wrote 1 year ago: The previous post in this series included Excel User Defined Functions using closed form solutions t … more →
wrote 1 year ago: Previous posts in this series have looked at the analysis of beams where the steel stress is within … more →
wrote 1 year ago: Previous post The spreadsheet presented in the previous post in this series uses the basic equation … more →
wrote 1 year ago: Previous post -1 Previous post -2 The theory presented in the previous 2 posts in this series has be … more →
wrote 1 year ago: Previous Post Pseudo-code for elastic analysis of a layered reinforced concrete section under eccent … more →