Basic Specifications
The basic parameters required to define a PEB are: building width, length, and height, roof slope, Interior bay length and Design Loads.
Design for snow loads, earth quake loads, collateral loads, crane loads or any other loading condition, must be specified. Loads are applied in accordance with the latest American codes and standards applicable to pre-engineered buildings.
Design Loads:
Unless otherwise specified Zaidan pre- engineered steel buildings are designed for the following minimum loads: Roof Live Load: 0.57 kN/m2 Design Wind Speed: 110 km/hDesign for snow loads, earth quake loads, collateral loads, crane loads or any other loading condition, must be specified. Loads are applied in accordance with the latest American codes and standards applicable to pre-engineered buildings.