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Masonry Infill Walls SAP2000
UmarMakhzumi reacted to Badar (BAZ) for a topic
If you are doing elastic analysis, then you need compressive stress, Elastic modulus, Poisson's ratio and density. You can put these properties to define the material in any software. If you want to do nonlinear analysis, then you can use the concrete model available in both software to represent the strut.1 point -
Why Longitudinal Reinforcement is larger in upper story than bottom story.
UmarMakhzumi reacted to Badar (BAZ) for a topic
Guys take a look at the interaction curve of columns. The curve where every point gives the value of moment and axial load for which the column will yield. When the axial compression reduces the moment capacity will also reduce. So, you need more reinforcement to meet the demand.1 point -
Design and Modelling of Elevator in ETABS
UmarMakhzumi reacted to Badar (BAZ) for a topic
You can apply the load through a dummy( zero-weight & zero-stiffness) beams. Check the wall for shear and axial stresses. You can consult the wall-related chapter of 318-14 for corresponding design strengths.1 point -
Eccentricity check for irregular L-shaped building using IS Code 1893
UmarMakhzumi reacted to WR1 for a topic
What do you mean it does not take the negative values? As far as I can recall there are four load cases with positive and negative directions. Please elaborate your question.1 point
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