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Design of Steel Structural . 803459-3. Mohammed Alsabban. masabban@uqu.edu.sa Office : 1153 Ext. 1142 Mobile 0-5555-10-233 Office Hours: Sun 8am:10am Tue 11am:12 noon Wed 5pm:6pm. Text. Book: Structural Steel Design Authors: Jack C. McCormac and Stephen F. Csernak
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Design of Steel Structural 803459-3
Mohammed Alsabban • masabban@uqu.edu.sa • Office : 1153 • Ext. 1142 • Mobile 0-5555-10-233 • Office Hours: • Sun 8am:10am • Tue 11am:12 noon • Wed 5pm:6pm
Text • Book: Structural Steel Design • Authors: • Jack C. McCormac and • Stephen F. Csernak • Publisher: Pearson • Edition: Fifth (International) • Year: 2012
Manual • 14th edition of the Steel Construction Manual (AISCM) • Based on the 2010 Specification for Structural Steel Buildings (ANSI / AISC 360-10), (AISCS)
Structural Steel Advantages • Great Strength • Light weight • Ease of fabrication • Uniformity • Elasticity • Permanence • Ductility • Toughness • Additions to existing structures • Ability to be fastened together by several simple connectors • Adaptation to prefabrication • Speed of erection • Ability to be rolled into wide variety of sizes and shapes • Reuse • Scrap value Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 10
Structural Steel Disadvantages • Corrosion • Fireproofing Cost • Susceptibility to buckling • Fatigue • Brittle fracture Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 11
Effect of temperature on yield strength Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 12
First Completely Framed with Structural Steel Building Historical Note Completed in Chicago in 1890 Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 13
Rolled-steel shapes Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 14
Cold-formed shapes Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 15
Concrete floor slabs • Cast on formed steel decks Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 16
Metric Units • The metric equivalents of the standard U.S. shapes are provided in section 17 of AISCM • W920 X 449 means 920 mm deep and weight 449 kg/m Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 17
Stress-Strain Relationships • Typical stress-strain diagram for mild or low-carbon structural steel at room temperature Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 18
Stress-Strain Relationships • Typical stress-strain curves Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 19
Brittle steel • Typical stress-strain diagram for brittle steel Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 20
ASTM Specification for Structural Shapes Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 21
Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 22
Part of detail drawing Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 23
Part of erection drawing Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 24
Responsibilities of the Structural Designer • Safety • Safely support loads • Control deflection • Control vibrations • Cost • Standard size members • Simple connections and details • Low cost maintenance • Constructability • Learn detailing • Learnt fabrication • Learn erection of steel Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 25
Building Code and Specifications • Must refer to Building Code and Specifications • Local Building Code and Rules of Municipalities • AISCS will be used for Structural steel Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 26
Loads • Accurate estimation • Worst possible combinations • If no local code use ASCE 7 (ANSI 58.1 Standards) Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 27
Dead Loads • Other are found in part 17 of AISCM Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 28
Live Loads • Typical minimum uniform table (p.55) Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 29
Live Loads • Typical Concentrated Live Loads table 2.3 p55 Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 30
Impact • Impact factor(p. 56) Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 31
Environmental Loads • Snow • Rain • Wind • Earthquake Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 32
Two Design Methods • LRFD (Load and Resistance Factor Design) • Reduction factor φ • Nominal Strength Rn • Computed factored force Ru • φRn ≥ Ru • ASD (Allowable Strength Design) • Safety factor Ω • Largest computed force Ra • ≥ Ra Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 33