PEStructureAspirant
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- Mar 25, 2018
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Hi,
I gave the EET April 2017 depth exam & also followed Goswami Book for Structure. I found a difference in which Goswami calculates Seismic Base shear v/s EET.
In Effective Seismic weight for Base shear calculation, should the exterior wall height be considered full height or half height for single story building or multi-storied?
In EET problem 4, they have considered half wall height for exterior wall. However, Goswami considers Full Height.
Can someone kindly advise.
I gave the EET April 2017 depth exam & also followed Goswami Book for Structure. I found a difference in which Goswami calculates Seismic Base shear v/s EET.
In Effective Seismic weight for Base shear calculation, should the exterior wall height be considered full height or half height for single story building or multi-storied?
In EET problem 4, they have considered half wall height for exterior wall. However, Goswami considers Full Height.
Can someone kindly advise.