Dear All,
Following is the explanation,I got from ERA group regarding,
1.' I'shape iron girder fixed in Tower B & C's hall area.
2. Completion/Possession date.
Dear Sir,
Greetings for the day !!
We have provided ISMB 2500/200 below the particular RCC slab being the spans larger ..…
> This is a integral part of structure & on account of larger span of the slab, instead of providing concrete beam of
higher depth(650/ 700MM), steel beams of lesser depth ( I.E.ISMB 250/200) to have more head room below…
> Additionally by doing so, we reduced the dead weight of structure resulting to less earth quake stresses meaning the structure is more stable…
> This structural element has been design as per IS code of practice & shear connectors have been used to check the differential movement of
two construction material (i.e. concrete/ steel) in case of development of thermal stresses …
Thus, we conclude that we have ensured stability of structure & re-confirm that design is full proof as Indian standard code of Designs...
Possession to the clients will take some time. We expect some more patience from your end.
We apologize for the inconvenience caused from our end.
In case of any query/ clarification please feel free to contact us on 011 – 46203777 or E-mail at
crm.ell@eragroup.in<mailto:crm.ell@eragroup.in>
Thanks & Regards
Team Crm
ELL