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Questions related from Ashish Sapkota
(i) I have modeled a simple 2D frame structure (2 columns and 1 beam). I would like to see the variation in the result by varying the different parameters such as, sizes of confinement bars,...
07 October 2020 9,645 5 View
While going through the ASCE 7-16, I encountered with the equation C26.11-8 under chapter 26 'Wind loads: General Requirements'. fn1=150/h (ft) ------------- Equation...
02 March 2020 1,784 3 View
Dear all, As per my understanding, we use Young's modulus of elasticity of the material when it is under the linear range and we use secant/tangential modulus of elasticity when it is in the...
23 December 2019 3,721 3 View