With noted exceptions, such as bearing pads, the design
methods in this chapter are based on strength design relationships.
Connections are usually designed with factored loads
determined from the building analysis. Starting with the 2002
edition, ACI 318-05 has adopted load factors from ASCE
7-053 as shown in Section 4.2.6.
In addition to gravity, wind, and seismic loads, forces
resulting from restraint of volume changes, as well as those
required for compatibility of deformations, must be considered.
For flexural components, it is recommended that bearing
connections be designed for a minimum horizontal tensile
force, acting parallel to the span, of 0.2 times the factored
sustained dead load transferred at the bearing unless a smaller
value can be justified by
With noted exceptions, such as bearing pads, the design
methods in this chapter are based on strength design relationships.
Connections are usually designed with factored loads
determined from the building analysis. Starting with the 2002
edition, ACI 318-05 has adopted load factors from ASCE
7-053 as shown in Section 4.2.6.
In addition to gravity, wind, and seismic loads, forces
resulting from restraint of volume changes, as well as those
required for compatibility of deformations, must be considered.
For flexural components, it is recommended that bearing
connections be designed for a minimum horizontal tensile
force, acting parallel to the span, of 0.2 times the factored
sustained dead load transferred at the bearing unless a smaller
value can be justified by
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