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// CODE SNIPPET

1810.3.1.1 Design Methods for Concrete Elements

2018 Philadelphia Building Code > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.1 Design Conditions > 1810.3.1.1 Design Methods for Concrete Elements
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Where concrete deep foundations are laterally supported in accordance with Section 1810.2.1 for the entire height and applied forces cause bending moments not greater than those resulting from accidental eccentricities, structural design of the element using the load combinations of Section 1605.3 and the allowable stresses specified in this chapter shall be permitted. Otherwise, the structural design of concrete deep foundation elements shall use the load combinations of Section 1605.2 and approved strength design methods.

Related Code Sections


1810.3.1.1 Soils and Foundations, Design Methods for Concrete Elements
and the allowable stresses specified in this chapter shall be permitted. Otherwise, the structural design of concrete deep foundation elements shall ...
2018 Philadelphia Building Code > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.1 Design Conditions > 1810.3.1.1 Design Methods for Concrete Elements
1808.8 Soils and Foundations, Concrete Foundations
1808.8.1. Where concrete is placed through a funnel hopper at the top of a deep foundation element, the concrete mix shall be designed and proportioned ...
2018 Philadelphia Building Code > 18 Soils and Foundations > 1808 Foundations > 1808.8 Concrete Foundations
1808.8.3 Soils and Foundations, Placement of Concrete
concrete from the top of a deep foundation element, the concrete shall be chuted directly into smooth-sided pipes or tubes or placed in a rapid ...
2018 Philadelphia Building Code > 18 Soils and Foundations > 1808 Foundations > 1808.8 Concrete Foundations > 1808.8.3 Placement of Concrete
1810.3.9.3 Soils and Foundations, Placement of Reinforcement
portion of the element is filled with concrete. Exceptions: Steel dowels embedded 5 feet (1524 mm) or less shall be permitted to be placed after ...
2018 Philadelphia Building Code > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.9 Cast-In-Place Deep Foundations > 1810.3.9.3 Placement of Reinforcement
1810.3.9 Soils and Foundations, Cast-In-Place Deep Foundations
Cast-in-place deep foundation elements shall be designed and detailed in accordance with Sections 1810.3.9.1 through 1810.3.9.6 ...
2018 Philadelphia Building Code > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.9 Cast-In-Place Deep Foundations
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