Concrete Anchor Tension Pullout and Design Calculator
These engineering calculators for the design and strength charateristics of concrete anchors are in accordance with ACI 318-02.
- Concrete Anchor Group Pullout Tension Design Calculator
- Concrete Anchor in Tension and Shear Near Edge
- Concrete Anchor Group Tension and Shear Fasteners Near Two Edges Based on ACI 318-02 Calculator
- Concrete Anchor Group Tension and Shear Fasteners Near Two Edges Based on ACI 318-02 Calculator Case # 5
Engineering calculators per ACI 318-02, Building code requirements for structural concrete are as follows:
The code portion of ACI 318-02 covers the proper design and construction of buildings of structural concrete. The code has been written in such form that it may be adopted by reference in a general building code and earlier editions have been widely used in this manner.
Among the subjects covered are: drawings and specifications; inspection; materials; durability requirements; concrete quality, mixing, and placing; formwork; embedded pipes; construction joints; reinforcement details; analysis and design; strength and serviceability; flexural and axial loads; shear and torsion; development and splices of reinforcement; slab systems; walls; footings; precast concrete; composite flexural members; prestressed concrete; shells and folded plate members; strength evaluation of existing structures; special provisions for seismic design; structural plain concrete; strut-and-tie modeling in Appendix A; alternative design provisions in Appendix B; alternative load and strength-reduction factors in Appendix C; and anchoring to concrete in Appendix D.
The quality and testing of materials used in construction are covered by reference to the appropriate ASTM standard specifications. Welding of reinforcement is covered by reference to the appropriate ANSI/AWS standard. Because the ACI Building Code is written as a legal document so that it may be adopted by reference in a general building code, it cannot present background details or suggestions for carrying out its requirements or intent. It is the function of this commentary to fill this need.
The commentary discusses some of the considerations of the committee in developing the code with emphasis given to the explanation of new or revised provisions that may be unfamiliar to code users.
References to much of the research data referred to in preparing the code are cited for the user desiring to study individual questions in greater detail. Other documents that provide suggestions for carrying out the requirements of the code are also cited.