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FABRICATION AND ERECTION SPECIFICATION FOR STRUCTURAL STEEL (PROJECT STANDARDS AND SPECIFICATIONS) Page 3 of 5 Rev: 01 April 2011 4. Ample clearance shall be provided for field erection. 5. Gusset plates shall be 6 mm thick minimum. 6. All sharp corners and burrs shall be removed before shop priming. SHOP DRAWINGS AND ERECTION PROCEDURES
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Certification Standard for Steel Fabrication and Erection, and Manufacturing of Metal Components D A I S C iii PREFACE This Preface is not a part of AISC 207-16, Certification Standard for Steel Fabrication and Erection, and Manufacturing of Metal Components. It is intended for informational purposes only.
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Rigorous testing, including full-scale building tests in the late 1990s, has led to the development of robust modelling and analytical techniques that are subject to constant refinement. Fire protection accounts for approximately 10-15% of the cost of a steel frame for a typical multi-storey commercial building .
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A steel bar with diameter d = 14 mm is subjected to a tensile load P = 10 kN (see figure). (a) What is the maximum normal stress max in the bar? (b) What is the maximum shear stress max ?
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