Steel Connections Part 1_Part1.pdf - Staff.zu.edu.eg

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4‐ According to whether the connections are executed on shop or in site (shop splices are usually welded connections while field splices are usually bolted connections)
Economy in steel connections design (ESDEP) • The costs for a steel Division iii Item % of overall structure can be divided cost into costs for material and Material Material 20‐40% costs for lb labour as shown in Calculation table. Drawings • From this division of costs it can be concluded that a Labour Fabrication 60‐80% saving of labour costs has Protection potentially more influence Erection on the overall costs of steel structures than saving on material. • An influencing factor is the relation between cost per kg steel and cost per man hour.
Page 1 and 2: Steel Connections Non‐pre‐tensi
Page 3 and 4: Objectives Through the following 3
Page 6 and 7: Desseldorf airport Germany
Page 8 and 9: Kolen banhof Germany
Page 10 and 11: 2‐ According to type of transferr
Page 14 and 15: • A major part of labour costs ha
Page 16 and 17: Our Course shall handles:‐ • Bo
Page 18 and 19: Bearing and friction type bolted co
Page 20 and 21: Bolts Grades According to ECP Bolt
Page 22 and 23: Common Bolt Sizes (AISC) • A325 a
Page 24 and 25: Parts of the Bolt Assembly (AISC) G
Page 26 and 27: Gallery of column and beam splices
Page 29: Bolted Joint Failure Modes (AISC) B
Page 34 and 35: • Bolts in a connection is to be
Page 36 and 37: Allowable stresses for Bearing type
Page 38 and 39: • 3‐ Bolts subjected to tension
Page 40 and 41: General Requirements Regarding Bolt
Page 42 and 43: • Gusset plates should be checked
Page 44 and 45: Examples Example 5.1 • Given: The
Page 46 and 47: • For member 3: • F3 = +23.371t
Page 48 and 49: Example for an eccentric connection
Page 50 and 51: Example
Page 52: Example 5.4

Steel Connections Part 1_Part1.pdf - Staff.zu.edu.eg

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