• Steel Structure Warehouse In Ghana Steel Structure Warehouse In Ghana

Steel Structure Warehouse In Ghana

  • Place of origin : Guangdong,China
  • Model Number : steel structure warehouse05
  • Price Terms : FOB price
  • Payment Terms : By T/T
  • Package : Seaworthy
  • Minimum Order : 1 set
  • Delivery Time : 30-45 days
  • Brand Name : SBS

steel structure warehouse in Ghana

1、Crane beam with Steel structure warehouse

Steel Structure Warehouse usually cost a little less than normal buildings,not only in the manpower but also material resources.It can efficently anti the fire or rust.More advantages of steel structure warehouse are:lower price,much quicker to construct,protect the environment,ligher and steel structure warehouse can keep the building warmer in the winter and cooler in the summer.Shengbang's steel structure warehouse features of high fire resistance, strong corrosion resistance.

The stress flow near and around weld access holes is very complex, and the stress levels are very high. Notches serve as stress concentrations, locally amplifying this stress level which can lead to cracking. The surface of the weld access hole must be smooth, free from significant surface defects. Both penetrant testing (PT) and MT are capable of detecting unacceptable surface cracks.

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2、The  steel structure meterial

Steel Structure Warehouse is the quick assembly. Construction of a normal building takes at least a few months to complete. Steel Structure Warehouse are very quick and easy to erect. All of the drilling, cutting, and welding is done at the manufacturing site. The components are then sent to the construction site to be assembled. Besides the quick construction times, these buildings are usually cheaper than normal construction.

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3、Technical parameters

Lifting capacity(t)

t

 5

 10

Span(m)

s

 10.5-31.5

 10.5-31.5

Lifting height(m)

 

 16

 16

Trolley moving speed(m/min)

 

 37.2

 43.8

Trolley lifting speed(m/min)

A5

 12.5

 8.5

 Crane running speed(m/min)

A6

 15.5

 13.3

A5

 89.8     92.3      89.8     91.9     84.7

A6

 116.2    117.4     115.6    116.8    112.5

 Power source

 

 A.C380V 50HZ 3-Phase

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4、Description of steel structure building 

1)Certification:SGS Standard,GHD Standard,ISO9001:2000


2)Steel structure design common norms are as follows:
"Cold-formed steel structure technical specifications" (GB50018-2002)
"Construction Quality Acceptance of Steel" (GB50205-2001)
"Technical Specification for welded steel structure" (JGJ81-2002, J218-2002)
"Technical Specification for Steel Structures of Tall Buildings" (JGJ99-98)


3)Commonly used steel grades and performance of steel
Carbon structural steel: Q195, Q215, Q235, Q255, Q275, etc.
High-strength low-alloy structural steel
Quality carbon structural steel and alloy structural steel
Special purpose steel


4) Wall & roof can be used by steel sheet, EPS sandwich panel, rock wool sandwich panel & PU sandwich panel.

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5.Ghana prefabricated steel structure warehouse

Construction area of prefabricated steel structure warehouse is 1500m*m+office 423m*m,steel structure warehouse construction place is Ghana. Steel structure warehouse is good at easy installation, stable structure, earthquake proofing, water proofing, energy conserving and environmental protection, etc.At continuity plates, the end of the continuity plate to column flange weld near the column flange tip permits the use of a full weld tab, and removal is generally efficient if properly detailed. With this edition of the Provisions, it is permitted to allow 1/4 in. (6 mm) of weld tab material to remain at the outboard end of the continuity plate-to-column weld ends because the strain demand placed on this weld is considerably less than that of a beam-to-column flange weld, and the probability of significant weld discontinuities with the distance permitted is small. Also, complete weld tab removal at beam-to-column joints is required to facilitate magnetic particle testing required by Section J6.2f, but such testing is not required for continuity plate welds. At the opposite end of the continuity plate to column flange weld, near the column radius, weld tabs are not generally desirable and may not be practicable because of clip size and k-area concerns. Weld tabs at this location, if used, should not be removed because the removal process has the potential of causing more harm than good.

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6.Bolted joints shall satisfy the following requirements:

(1) The available shear strength of bolted joints using standard holes shall be calculated as that for bearing-type joints in accordance with Specification Sections J3.6 and J3.10. The nominal bearing strength at bolt holes shall not be taken greater than 2.4dtFu.
(2) Bolts and welds shall not be designed to share force in a joint or the same force component in a connection.
(3) All bolts shall be installed as pretensioned high-strength bolts. Faying surfaces shall satisfy the requirements for slip-critical connections in accordance with Specification Section J3.8 with a faying surface with a Class A slip coefficient or higher.
 
Welded Joints
Welds on the test specimen shall satisfy the following requirements:
(1) Welding shall be performed in conformance with Welding Procedure Specifications (WPS) as required in AWS D1.1/D1.1M. The WPS essential variables shall satisfy the requirements in AWS D1.1/D1.1M and shall be within the parameters established by the filler-metal manufacturer. The tensile strength and Charpy V-notch (CVN) toughness of the welds used in the test assembly shall be determined by tests as specified in Section K2.6c, made using the same fille metal classification, manufacturer, brand or trade name, diameter, and average heat input for the WPS used on the test specimen. The use of tensile strength and CVN toughness values that are reported on the manufacturer’s typical certificate of conformance in lieu of physical testing is prohibited for purposes of this section.

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7、Steel Strength

As an example of applying these provisions, consider again a test specimen in which inelastic rotation is intended to be developed by yielding of the beam. In order to qualify this connection for ASTM A992/A992M beams, the test beam is required to have a yield stress of at least 47 ksi (324 MPa) (= 0.85RyFy for ASTM A992/ A992M). This minimum yield stress is required to be exhibited by both the web and flanges of the test beam. For example, consider a moment connection design in which inelastic rotation is developed by yielding of the beam, and the beam has been specified to be of ASTM A36/A36M steel. If the beam has an actual yield stress of 55 ksi (380 MPa), the connection is required to resist a moment that is 50% higher than if the beam had an actual yield stress of 36 ksi (250 MPa). The requirements of this Section are not applicable to members or connecting elements that are intended to remain essentially elastic.
 

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