Journal Bearing Design Software

Software Automation by Wire Journal International, Inc. Published on Apr 1, 2. Feature Stories Software Automation, Interwire 2. Update. Technical Papers Effect of high quality wire rod and micro alloying on prope. Design software and tools Steelconstruction. A wide range of commercial software is available to aid designers with the efficient and economic design of steel framed buildings and bridges. SKF-rolling-bearings-catalogue-1.jpg' alt='Journal Bearing Design Software' title='Journal Bearing Design Software' />In addition, the steel sector has developed a number of free software packages and spreadsheet tools to aid designers, which are presented here. BIM image of a large steel framed building,Image courtesy of Graitec UK Ltd. Interactive Blue BookThe Blue Book, SCI P3. Comprehensive section property data is provided as well as tables of member resistances, which are given for grades S2. S3. 55. This enables rapid selection of steel members in compression, bending and tension. KK_Bearings-4.jpg' alt='Journal Bearing Design Software' title='Journal Bearing Design Software' />The AsiaPacific Journal of Cooperative Education publishes peerreviewed original research, topical issues, and best practice articles from throughout the world. Design data is available for Universal beams, universal columns, bearing piles, and parallel flange channels to BS EN 10365 Structural tees cut from either. Tables are also provided for combined bending and compression, web resistance and shear resistance. It also provides. An interactive version of the Blue Book is also available that includes design information in accordance with the relevant parts of both the Eurocodes and BS 5. Produced by the SCI on behalf of Steel for Life, this comprehensive web hosted e. Blue Book covers the full range of both open sections and hollow sections both hot finished and cold formed, and will not require any software to be installed on the host computer. Design data is available for. Universal beams, universal columns, bearing piles, and parallel flange channels to BS EN 1. Structural tees cut from either universal beams or universal columns to BS 4 12Equal and unequal angles to BS EN 1. Hot finished structural hollow sections to BS EN 1. Cold formed structural hollow sections to BS EN 1. Tables are provided for both S2. S3. 55 grades for open sections, S3. S4. 20 grades for hot finished hollow sections, and S3. Comprehensive design data is also provided for bolts and welds, rolling tolerances are given, and there are comprehensive sets of explanatory notes for both the Eurocodes and BS 5. Click here to access the freely available Steel for Life Interactive Blue Book. Note Tables of member resistances for S4. HISTAR  grades are available in Arcelor. Mittals Orange Book. Tables of member resistances for hollow sections are also available in Tata Steels tubes only Blue BooktopMember design toolstopCompression resistance. This design software calculates the design resistance of beams UKB, columns UKC and hollow sections both hot finished Celsius and cold formed Hybox, subject to axial compression. The design resistance is calculated in accordance with BS EN 1. UK National Annex7. The user must select the steel grade, member type, section type and buckling length. Compression Resistance UKB, UKC and Hollow SectionstopBending resistance. This design software calculates the design resistance of beams UKB and columns UKC in S2. S3. 55 subject to bending against the major axis. The design resistance is calculated in accordance with BS EN 1. UK National Annex7. The lateral torsional buckling resistance is calculated using the lateral torsional buckling curves for rolled sections. The user must select the steel grade, member type, section type, buckling length and choose the shape of the bending moment diagram by selecting an appropriate C1 factor. Bending Resistance UKB and UKCtopColumns in simple construction. This design software may be used to verify columns in simple construction subject to axial loads and nominal moments from eccentric beam reactions assumed to be 1. The tool covers beams UKB and columns UKC in S2. S3. 55 steel. The verification follows the guidance in NCCI SN0. EN GB Verification of columns in simple construction a simplified interaction criterion. The scope excludes the verification of class 4 sections. The user must select the steel grade, member type, section size and column length. The tool provides the opportunity to input an axial force from above, and the design values of the reactions on each face of the column at both ends of the column these reactions are used to calculate the bending moments in the major and minor axis. Columns in Simple Construction UKB and UKCtopCombined axial compression and bending resistance. This design software provides verification for beams UKB and columns UKC in S2. S3. 55 subject to combined bending and axial compression. The calculated interaction between bending and axial compression is verified against BS EN 1. Expression 6. 6. 1 and 6. UK National Annex7. The interaction factors are determined using Annex B of BS EN 1. Identical lengths for major axis buckling, minor axis buckling and lateral torsional buckling are taken. The scope of this tool excludes the verification of class 4 sections. The user must select the steel grade, member type, section type, buckling length and provide the axial compression as well as the maximum and minimum values of major and minor bending moments. Combined Axial Compression and Bending Resistance UKB and UKCtopResistance of beams at elevated temperature This design software calculates the critical temperature of a beam UKB exposed to fire. The software also calculates the time to failure when the beam is unprotected. This software is valid only for restrained beams carrying non composite precast planks or shallow steel deck floors. The design resistance is calculated in accordance with BS EN 1. Cs 1.5 Full Crack there. BS EN 1. 99. 3 1 28, and the UK National Annex79. The user must select the steel grade, the beam, the loading, the imposed load category and the protection applied. The software assumes that the load on the beam is uniformly distributed. Resistance of Beams at Elevated TemperaturetopResistance of columns at elevated temperature. This design software calculates the critical temperature of a column UKC exposed to fire. The software also calculates the time to failure when the column is unprotected. This software only covers columns in braced frames. The design resistance is calculated in accordance with BS EN 1. BS EN 1. 99. 3 1 28, and the UK National Annex79. The user must select the steel grade, the column, the loading and the imposed load category. The user must also select whether the column is at the top storey or an intermediate storey. Resistance of Columns at Elevated TemperaturetopComposite Beam Checking Tool. This design software carries out the design of simply supported composite beams to the Eurocodes. It is applicable to secondary beams subject to uniformly distributed loading, or primary beams loaded at midspan or third points. Steel sections may be selected from the range of Beams UKB in grade S3. The slab is constructed with metal deck, which may be selected from the Com. Flor range, or specified for other metal decks. Structural steel design is carried out to BS EN 1. BS EN 1. 99. 2 1 11. BS EN 1. 99. 4 1 11. All standards are as implemented by the UK National Annexes71. ULS and SLS checks are carried out for the execution and normal stages. At the execution stage the secondary beam compression flange is assumed to be fully restrained by the metal deck, and the primary beam compression flange is assumed to be restrained at load application points. The design shear connection at the normal stage follows the recommendations of NCCI PN0. GB and SCI P4. 05, when applicable. Verification of the beam at elevated temperature is carried out to BS EN 1. National Annex1. NCCIPN0. GB which is used to determine temperatures within a concrete slab. The beam may be unprotected or protected a range of protection types and thicknesses may be selected.