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AISC 360-16 Specification for Structural Steel Buildings.pdfpecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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JB/T 5403-2014 直焊性聚氨酯漆包圆电阻线Specification for Structural Steel Buildings, July 7, 20 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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Specification for Structural Steel Buildings, July 7, 201 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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Unframed Ends of Beams and Girders 8. Additional Stiffener Requirements forConcentrated Forces. Additional Doubler Plate Requirements for Concentrated Forces 10. Transverse Forces on Plate Elements .
Specification for Structural Steel Buildings, July 7, 201 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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Specification for Structural Steel Buildings, July 7, 201 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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PENDIX3.FATIGUE 3.1. General Provisions 3.2. Calculation of Maximum Stresses and Stress Ranges 3.3. Plain Material and Welded Joints 3.4. BoltsandThreadedParts 3.5. Fabrication andErection Requirements forFatigue 3.6. Nondestructive Examination Requirements for Fatigue
Specification for Structural Steel Buildings, July 7, 201 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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COMMENTARY ON THE SPECIFICATION FOR STRUCTURA
B. DESIGN REOUIREMENTS
pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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C. DESIGN FOR STABILITY
DESIGN OF MEMBERS FOR FLE
pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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pecification forStructural SteelBuildings,July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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K. ADDITIONAL REQUIREMENTS FOR HSS AND
L. DESIGN FOR SERVICEABILIT
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M. FABRICATION AND ERECTI
Specification for Structural Steel Buildings, July 7, 201 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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DIX3.FATIGUE .523 3.1. GeneralProvisions 523 3.2. Calculation of Maximum Stresses and Stress Ranges . .524 3.3.Plain Material and Welded Joints.. .524 3.4. Bolts and Threaded Parts 3.5. Fabrication and Erection Requirements for Fatigue 527
3.1.General Provisions 523 3.2. Calculation of Maximum Stresses and Stress Ranges . .524 3.3.Plain Material and Welded Joints.. .524 3.4.Bolts and Threaded Parts 526 3.5.Fabrication and Erection Requirements for Fatigue 527
pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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Definition
Specification for Structural Steel Buildings, July 7, 201 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ecificationforStructural SteelBuildings,July7,2016
ecificationforStructural SteelBuildings,July7,2016
pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
Specification for Structural Steel Buildings, July 7, 201 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
App. 8.2.2
Specification for Structural Steel Buildings, July 7, 201 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
Section H3.1
Specification for Structural Steel Buildings, July 7, 201 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
GB/T 37908-2019 基于光学椭偏成像的无标记蛋白质芯片分析方法通则pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
pecification for Structural Steel Buildings, July7,2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
App. 7.3.2
Specification forStructural Steel Buildings, July7,20 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
GJB 2028A-2007 磁粉检测Specification forStructural Steel Buildings, July7,20 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
Delinition Section Minimumreinforcementratioforlongitudinal reinforcing Anglebetweenthelineof actionof therequiredforceandthe weld longitudinal axis,degrees. . .J2.4 Acuteanglebetweenthebranchandchord,degrees . . K3.1 Stiffnessreductionparameter C2.3
Minimumreinforcementratioforlongitudinalreinforcing Anglebetweenthe lineof actionof the requiredforceand the weld longitudinal axis, degrees.. Acuteanglebetweenthebranch and chord,degrees. K Stiffnessreductionparameter