



AU JIS BS SASO standard portable expandable container house
* Each house have 37.44 SQM large construction area. You can make 1 bedroom and 2 bedroom design
* 4 people, 10 mins finished set up
* Winter is warm, summer is cold. We achieve U - Value below 0.2. We have EN 1090-1 Standard. CE high quality assurance.
Product Type:  | Expandable container  | 
Material:  | Q235 SHS, Sandwich panel, Glass door, PVC window, Fiber cement board,  | 
Fabric Type:  | Welding  | 
Technics:  | AU,BS,ISO standard  | 
Feature:  | Eco-Friendly, Water Soluble, Other  | 
Decoration:   | Custom requirement  | 
Color:  | White  | 
Size:  | 5850*6300*2560 (open size) 5850*2250*2560 (close size)  | 
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
Overall control parameters  | Controls parameter of design of steel structure  | ||||||
Durable years  | 10 years  | vertical deflection(dead load + live load value)  | L/300  | ||||
safety grade  | grade 2(Y0=0.9)  | column top sidesway(caused by earthquake)  | h/300  | ||||
earthquake resistance  | A-class  | column top sidesway(wind loading)  | h/400  | ||||
bar stress ratio  | less then 1.0  | ||||||
slenderness ratio of press rod  | less then 150  | ||||||



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Product Name	Production Line Capacity	Actual Units Produced(Previous Year)
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