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Suggested design of joints and connections in precast structural concrete, report of joint ACI-ASCE committee 512, task committee on precast structural concrete design and construction
Recommendations are intended to apply to joints and connections between precast members, between precast members and cast-in-place concrete members, and between precast members and structural steel members; precautions should be made to avoid connection and joint details that would result in stress concentrations and resulting in spalling or splitting of members at contact surfaces. (See also ASCE -- Proc v 90 (J Structural Div) n ST4 Aug 1964 pt 1 paper 4011 p 175-90)
Suggested design of joints and connections in precast structural concrete, report of joint ACI-ASCE committee 512, task committee on precast structural concrete design and construction
Recommendations are intended to apply to joints and connections between precast members, between precast members and cast-in-place concrete members, and between precast members and structural steel members; precautions should be made to avoid connection and joint details that would result in stress concentrations and resulting in spalling or splitting of members at contact surfaces. (See also ASCE -- Proc v 90 (J Structural Div) n ST4 Aug 1964 pt 1 paper 4011 p 175-90)
Suggested design of joints and connections in precast structural concrete, report of joint ACI-ASCE committee 512, task committee on precast structural concrete design and construction
Am Concrete Inst -- J
1964
17 pages
Article (Journal)
English
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