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

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Analysis of sections subjected to Bending moments
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 12 and 13: 4‐ According to whether the conne
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 52: Example 5.4

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