Muhammad Adnan Alam

hello every one! i want you to post your present places of jobs especially seniors so that the fresh graduates can get and idea of where they can go for their resumes to be dropped. this will surely help them.

my name is Muhammad Adnan Alam and i am graduate from Military college of Engineering and i am about to start my professional career in a month or so. i wish this forum progress by leaps and bounds

partial replacement of cement by sugar cane ash

hollow block reinforcement for seismic Resistance

i am working on the given sketch and want to analyse the stresses of masonry walls. any body who can help me???? PRO DWG 3.dwg

sir you talk of 3muri software.i have downloaded it.and now i need some help to start with, can you please help me in this regard. i have a demo version of it (only available). i will be thank full to you. i have to do my under grade final year project

sir it will be a good thing. ACI Manual is really good to have command on detailing and specifications

sir i tried to send you sketches via pm but could not fine option to attach files

sending you cad drawingsPRO DWG 3.dwg

ok its three o,clock now ALLAH HAFIZ see you tomorrow.

one more thing i would like to ask that what joint properties we will assign to walls in non-frame and in frame infill wall. i mean to say wether that would be hing or fixed support

sir basically our project is divided into two parts one is for non-frame masonry and the other is infill walls in frame structures because both are highly vulnerable to earthquake damages. the images of frame structure , i will send you tomorrow and i will myself try to analyse the wall on ETABS. we have already designed the frame portion of our project and now we are working on infill walls and non-frame structure.

got my files or not?

i tried to send the real files but wan't allowed to upload such files so i am sending you images of the drawings

sir i am sending you auto cad files of our drawings. it is basically a two room office building. and we have to analyse it for seismic risk for zone three. in next phase we will provide reinforcement and then using section designer option we will check the stress again on the same wall