Technical Data

Container Engineering Report Technical conditions

1.1 General Technical Condition
1)The structure can prevent the 8 magnitude earthquake.
2)The design of seismic grouping is the first group, the site characteristic cycle is considered 0.45s, the construction site
category is considered by Class III, and the damping ratio of steel structure is 0.05. The maximum αmax of the horizontal
earthquake influence coefficient is 0.04, which is calculated by 5 years.
3) Structural safety level is grade 2. The coefficient of importance is 1.0.
4) Conner fitting elevation plus or minus zero.

1.2 Materials
Normally,steel beams, steel columns, purlin are all used Q235B cold bending galvanized light steel.
strength of steel:f=215N/m2

1.3 Loading Combination
1.Calculation of floor Loading
(1)Bottom Flooring
Structure Weight 0.4 kN/m2
Dead Load Value 0.4 kN/m2
Live Load Value 3.0 kN/m2
(2)Roof board
Structure Weight 0.3 kN/m2
Dead Load Value 0.3 kN/m2
Live Load Value 0.5 kN/m2

2.Calculation of Wind loading
According to the 15 Design durable years, the basic wind pressure of wind loading is W0=0.3KN/m2

beam2.2mm thickness galvanized frame+powder coating
column2.3mm thickness galvanized frame+powder coating
wall50mm thickness EPS sandwich panel
roofsteel sheet+75mm thickness glass wool insulation+steel ceiling
floorMGO board
doorsteel security door
windowpvc sliding window



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