If it is the same Load Pattern, then replacing existing load will delete the older value of the load applied and apply the newer value given to the software. If it is a different Load Pattern, then using the replacing option will not make any difference.
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period of vibration is calculated using two methods ie Rayleigh and empirical and we must use lesser value
no idea of calculating by Rayleigh method.
Sir would you provide excel sheet of base shear shear coefficient of lecture 2 ??
Hello , is it not necessary to consider dynamic analysis in this structure?
While applying live loads, you have replaced previously applied loads with newer ones. You have to add those loads with existing loads.
If it is the same Load Pattern, then replacing existing load will delete the older value of the load applied and apply the newer value given to the software. If it is a different Load Pattern, then using the replacing option will not make any difference.
How to calculate load of structural Glazing with aluminum frame.when we use Structural glazing instead of brick in exterior .
which app do u use for making layout
why we are not considering dynamic analysis since t is already exceeding .5 sec?
Upload full lectures sir
Hlw guru how to contact you..we have an offer for you..??
Upload more video dai
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Sir would you provide excel sheet of base shear shear coefficient of lecture 2 ??