Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Splices in Tension Tie Members
Question on ACI 318-11, Section 12.15.6, and ACI 318-14, Section 25.5.7.4, do not allow lap splices in tension tie members. However, there are no references indicating the origin for these provisions. Can you provide any background is answered. The ACI 318-11 and 318-14 Codes require bar splices in tension tie members be made by welding or mechanical means in accordance with Sections 12.14.3.2 or 12.14.3.4, and 25.5.7.1, respectively. The provisions originated in Section 7.6.2 of the ACI 318-71 Code, which stated: Where feasible, splices shall be staggered and made with full welded or full positive connections.
Splices in Tension Tie Members
Question on ACI 318-11, Section 12.15.6, and ACI 318-14, Section 25.5.7.4, do not allow lap splices in tension tie members. However, there are no references indicating the origin for these provisions. Can you provide any background is answered. The ACI 318-11 and 318-14 Codes require bar splices in tension tie members be made by welding or mechanical means in accordance with Sections 12.14.3.2 or 12.14.3.4, and 25.5.7.1, respectively. The provisions originated in Section 7.6.2 of the ACI 318-71 Code, which stated: Where feasible, splices shall be staggered and made with full welded or full positive connections.
Bond Strength of Noncontact Tension Lap Splices
| Online Contents | 1996
Tension Lap Splices in High Strength LWA Concrete
| British Library Conference Proceedings | 1995
Evaluation of tension lap splices for code provisions
| Online Contents | 2012
Design of Tension Lap Splices in High Strength Concrete
| British Library Conference Proceedings | 1997
Design of Tension Lap Splices in High Strength Concrete
| British Library Conference Proceedings | 1999