www steela EN10025-6 S550Q 1.8924 steel plate

Gangsteel export EN10025-6 S550Q Quenched and tempered high yield strength structure |S460Q|S460QL|S460QL1|S500Q|S500QL|S500QL1|S550Q|S550QL|S550QL1|S620Q|S620QL|S620QL1|S690Q|S690QL|S690QL1|S890Q|S890QL|S890QL1|S960Q|S960QL|S960QL1|Steel-plate|Steel-sheet.

Appendix A.three.four.of booklet 3 offers the process for figuring out the crucial buckling stress. n is the variety of wheels at each side of the crane runway.

  • for fatigue as a perform of the coefficient κ defined in clause 3.6.4.
  • Checking for fatigue strength only needs to be performed for case of loading I.
  • The permissible buckling stress is therefore not exceeded in loading case I.
  • does not exceed a permissible stress dependent on the breaking energy of the fabric used.
  • 4 – the ratio κ between the values of the intense stresses.

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They do not exclude, however, ropes which aren’t specified in ISO Recommendation 2408. and applied for the theoretical life in accordance with clause four.2.1.1. extension of TD and a fantastic parallel to the axis of the n values, passing through D. Where the variety of stress cycles is less than 8 000, such checking just isn’t essential. hypotheses are made as to the shape of the power curve. why the last word strength is chosen as the criterion for verification.
S550Q

1. EN 10025-6 steel grade specification is a high yield strength structural steels in the quenched and tempered condition steel plate grade in S460Q, S460QL, S460QL1, S550Q, S550QL, S550QL1, S500Q, S500QL, S500QL1, S960Q, S960QL, S620Q, S620QL, S620QL1, S690Q, S690QL, S690QL1, S890Q, S890QL1 and S890QL steel plate grade.

S550Q steel plate is a hydroelectric steel plate, which is a low-alloy high-strength steel plate. It is a German standard steel plate. It has the characteristics of high yield and more strengthening alloy elements.
Mechnical property for EN 10025-6 S550Q High strength steel:

Thickness (mm)

S550Q

≥ 3 ≤ 50

> 50 ≤ 100

> 100

Yield strength (≥Mpa)

550

530

490

Tensile strength (Mpa)

640-820

640-820

590-770

2. Delivery status: delivery in quenched and tempered quenched and tempered state.
It is also possible to add flaw detection standard requirements, flaw detection level requirements, Z-direction performance requirements, requirements for adding special alloy elements, etc., but it needs to be communicated between the supplier and the buyer and indicated in the contract.

3. Executive standard: WYJ (Wugang Technology Research and Development Association Standard)

4. The chemical composition of S550Q steel plate (melting analysis)
Chemical composition % of the Product analysis of grade EN 10025-6 S550Q (1.8904)

C

Si

Mn

Ni

P

S

Cr

Mo

V

Nb

Cu

Ni

B

N

Zr

Ti

0.22

0.86

1.8

0.8

0.03

0.017

1.6

0.74

0.14

0.07

0.55

2.1

0.006

0.016

0.17

0.07

C: <=0.22
Si:<=0.86 Si:<=1.80 P:<=0.030 S:<=0.017
N: <=0.0060
Cu: <=0.55
Mo:<=0.74 Cr:<=1.60 V:<=0.14 Nb:<=0.07
Ti: <=0.07
B: <=0.0060
Ni: <=2.10
5. Mechanical properties of S550Q steel plate:
Yield strength Tensile strength Elongation%

6. What is EN 10025-6 QT S550Q STEEL?
EN 10025-6 QT S550Q STEE also named as S550Q high strength low alloy steel plate under steel stand EN 10025-6 which is for hot rolled structural steels with high yield strength and tensile strength in quenched and tempered delivery condition.Quenching operation which consists of cooling a ferrous steel plate more rapidly than in still air.

Tempering heat treatment applied to a ferrous steel plate generally after quench hardening or other heat treatment to bring the properties to the required level.S550Q shall be done low temperature impacting test under minus 20 centigrade.

 


The worth of the amplifying coefficient γc depends upon the group classification of the equipment. These masses usually are not for use in the calculations for girders. Shape coefficients obtained from wind-tunnel or full-scale exams can also be used. Cf is the form coefficient in the path of the wind for the half into consideration. strain on the top of the crane may be assumed constant over its complete height.
decided by experiments or by evaluation irrespective of hoisting class. could also be elevated to 3 instances the above values, but should not exceed 25 mm. operation, since vertical oscillations of the load may be troublesome in some instances.
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Gangsteel factory S550Q Steel Standard :EN10025-6,ASTM-A578/A578M,ASTM-A435/A435M,EN10160
Our Rolling Size: Thickness*Width*Length 3-600mm*1220-4200mm*5000-18000mm
UT (Ultrasonic examination), AR(As Hot Rolled only), TMCP(Thermal Mechanical Control Processing),CR��Control Rolled����NR��Normalizing Rolled���� N(Normalized), Q+T(Quenched and Tempered), Z Direction Test(Z15,Z25,Z35) , Charpy V-Notch Impact Test(-20��,-40��), HIC test, NDT , PWHT( Simulated Post Weld Heat Treatment),NACE0175,The Third Party Test (Such as SGS Test), Coated or Shot Blasting and Painting.
Relative grade of EN10025-6:

for fatigue as a perform of the coefficient κ defined in clause three.6.4. The permissible buckling stress is therefore not exceeded in loading case I. 4 – the ratio κ between the values of the extreme stresses. Danger of fatigue occurs when a member is subjected to varying and repeated hundreds. maximum values of every of the three stresses to happen concurrently.

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We export EN10025-6|S460Q|S460QL|S460QL1|S500Q|S500QL|S500QL1|S550Q|S550QL|S550QL1|S620Q|S620QL|S620QL1|S690Q|S690QL|S690QL1|S890Q|S890QL|S890QL1|S960Q|S960QL|S960QL1|Carbon-Structural-Steel-Plate|High-Strength-Structural-Steel-Plate|Carbon-Steel-plate|Structural-Steel-Plate
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For tower cranes the steadiness case based on table T.9.15.b shall be met. endurance limit fora polished specimen isdivided by the product of theses coefficients. Such safety could be ensured solely by a suitable alternative of fabric quality. compression while the ties carry the difference between upwards and downwards masses. They are multiplied by the suitable partial coefficients of load. unfavourable condition than the loading on the crane in or out of service.

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is the permissible tensile stress of the metal used for the rivet. condition than the loading on the crane in or out of service. 3-axial tensile stresses, as is the case with an accumulation of welds. instability and fatigue failure do not assure security towards brittle fracture. (i.e. with the areas of holes deducted) for all components subjected to tensile hundreds.

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Bolts used for this kind of joint have a high elastic restrict. The coefficients of friction are given within the following table.

Gangsteel trade item:
1.Payment Item: T/T,L/C
2.Trade Terms:CIF,FOB,CFR,CNF
3.Delivery Time: 10-30days
4. Steel Services: Cutting, Painting, shot blasting, Pretreatment, and The Third Party Inspection in DNV,BV, LR, GL, ABS, CCS , CE Mark, TUV, ISO, and others in super thick steel plate.
5.Packaging Details: Standard export seaworthy packing or as required.
6.Loading Port:Shanghai ,Tianjin, Qingdao.
7.Offer Ability:5000MT/Per Month.
8.MOQ:1 Pcs.

discounted steel EN10025-6 S550Q 1.8924 steel plate