PEBs are designed based on the site’s geographic location considering wind speed and sismic loads. Every region will be having its own designated wind speeds. Wind speed will influences cross sections of the structures. Other aspects are also considered during the designing like snow, nearness to sea, heavy rainfall, high desert temperatures etc.

Qualified contracting team will be executing the erection and sheeting work of the shed. Water, power accommodation for the crew shall be provided by the owner close to site or preferably with in site. However, Food will be arranged by the erection contractors themselves. Crane will be required for erections, contractors may seek assistance in identifying one locally. However the cranes day charges shall be borne by contractors based on the terms and conditions agreed as per order acknowledgement.

Usually heights are decided based on the application of shed. In case of a factories the machinery setup and the process influences the demand of height. Designs can be optimized by usage of high bays in machinery region and low bays at utility and stocking regions in case of typical larger areas. Clear Eave heights and Eave heights need to be distinguished while deciding the height of the shed.

Typically the PEBs roofing will be planned at 1:10 ratio to achieve an optimized design. . Varied ratios can also be considered on request.

Let’s assume Slope ratio =1: S, Span (width)=W, Eave height= EH and Ridge height =RH. RH=(W/(S x 2))+E . Example S=10, W =100’ and EH=25’ the ridge height would be RH=(100’/(10 x 2)+25’ i.e. 5’+25’=30’.

Typically the PEBs roofing will be planned at 1:10 ratio to achieve an optimized design. . Varied ratios can also be considered on request.

In general wall cladding will be done above the brick wall. It can also be done till the bottom without brick walls. By default most of the owners prefer the wall to be of 10’ which will be convenient for fixing of windows, lintels, rolling shutters and doors. Height of the wall is decided accordingly as per the processes or staking support requirement.

Typically upto 1Lakh sft it takes 30 days for production of material from the date of approval. Another 30 days for erection. This is all put together within 60days.