Hi,
I am modelling a 37-storey reinforced concrete buildings in ETABS. Would like to ask if the superimposed dead loads such as floor finishes and internal brick walls should be included in the mass of the building when calculating the seismic base shear?
Thanks
Hi all,
I am learning to design prestressed segmental concrete bridges. I am using MIDAS to analyse. However, i would like to do some basic hand calculations to get a feel of the numbers and also to check the outputs from MIDAS as I do not want to follow the results from MIDAS blindly. Can...