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Warning on wind connections in which negative moments due to gravity loads are neglected; very high stresses in connection members may be dangerous to tension rivets; formulas for determination of tension in rivets, effective lever arm of connection, rotation of joint, joint equilibrium, horizontal deflection, etc, for flange angles, sheared channels, and sheared I-beams. (See also - (discussions) n 4 Apr p 673-83, n 5 May p 822-38, n 6 Aug p 1076-80, n 7 Sept p 1217-25 and n 9 Nov p 1581-90.)
Warning on wind connections in which negative moments due to gravity loads are neglected; very high stresses in connection members may be dangerous to tension rivets; formulas for determination of tension in rivets, effective lever arm of connection, rotation of joint, joint equilibrium, horizontal deflection, etc, for flange angles, sheared channels, and sheared I-beams. (See also - (discussions) n 4 Apr p 673-83, n 5 May p 822-38, n 6 Aug p 1076-80, n 7 Sept p 1217-25 and n 9 Nov p 1581-90.)
Wind-bracing connection efficiency
Am Soc Civ Engrs -- Proc
Berg, U.T. (author)
1932
15 pages
Article (Journal)
English
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Wind-Bracing Connection Efficiency
| ASCE | 2021
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| Engineering Index Backfile | 1933
Coyle on Wind-Bracing Connection Efficiency
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Closure to “Berg on Wind-Bracing Connection Efficiency”
| ASCE | 2021
| Engineering Index Backfile | 1933