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1810.3.1.3 Mislocation
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The foundation or superstructure shall be designed to resist the effects of the mislocation of any deep foundation element by not less than 3 inches (76 mm). To resist the effects of mislocation, compressive overload of deep foundation elements to 110 percent of the allowable design load shall be permitted.
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1810.3.1.3 Soils and Foundations, Mislocation
The foundation or superstructure shall be designed to resist the effects of the mislocation of any deep foundation element by not less than 3 ...
Building Code 2021 of Illinois > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.1 Design Conditions > 1810.3.1.3 Mislocation
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Building Code 2018 of Illinois > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing
Section 1810 Soils and Foundations, Deep Foundations
or superstructure shall be designed to resist the effects of the mislocation of any deep foundation element by not less than 3 inches (76 mm). To ...
Section 1810 Soils and Foundations, Deep Foundations
of the mislocation of any deep foundation element by not less than 3 inches (76 mm). To resist the effects of mislocation, compressive overload of deep foundation ...