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Contact Info

Phone number

+91 9825053408

Address info

Bavri kumbharvada, Nr. Bhagvti Estate, Ran Mukteshwar, Pratapnagar, Vadodara, Gujarat, India.

Pre Engineered Bulding

Our industrial prefabrication services help streamline even the most complex projects. Field team performance is driven in part by stringent scheduling and production methods in our shop fabrication facility which ensure materials and prefabricated components arrive on time, handling and storage expenses are reduced and fast-track schedules are met. Additionally, our scanning capabilities ensure exact specifications are met throughout the fabrication process so that we get it right the first time, every time.


Application

Primary Frame Type

LEAN TO
SINGLE SLOPE
CLEAR SPAN
MULTI SPAN-1
MULTI SPAN-2
MULTI GABLE

Secondary Member

C - Section
L - Section
Z - Section

Our Types Of Building Addition

Basic Parameters

The building width is defined as the distance from outside of sidewall girt flange of one sidewall to outside of sidewall girt flange of the opposite sidewall, if the sidewall girts are bypass. If the sidewall girts flush with the rigid frame flange, the building width is defined as out of flange on one side to out of flange on the other side. Building width does not include the width of canopies; Lean-To’s or roof extensions.
The longitudinal length of the building measured from out to out of end wall column flange in case the endwall girts are flush. In case the endwall girts are bypass, the length is measured from out to out of endwall girt flange. This is the angle of the roof with respect to the horizontal. In metal building industry, the roof slope is generally represented as 0.5 or 1.0 in 10. The most common roof slopes are 0.5 in 10 and 1 in 10. Any practical roof slope is possible.
The distance measured from outside flange of endwall columns to center line of the first interior rigid frame.
The distance between the center lines of two adjacent interior main frame. The most common bay spacing range between 6 m, 7.5 m, 9 m and upto 12 m
Unless otherwise specified Mammut PEB buildings are designed for the following minimum loads : Roof Live Load: 0.57 kN/m2 Design for snow loads, earth quake loads, collateral loads, crane loads or any other loading condition, if required must be specified at the time of request for quotation. Loads are applied in accordance with the latest American codes and standards applicable to PEB buildings unless otherwise requested at the time of request for quotation.
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