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Project Name/Number:0956 founded <br /> Use menu Item Settings>Printing&Title Block Title PYATAK Page: 3 <br /> to set these five lines of information Dsgnr: amg Date: 4 DEC 2018 <br /> for your program. Description.... <br /> 4'CANT <br /> This Wall in File:c:\users\amgah\onedrive\upst8 main\2018(0867-moo(yellow)\0956 vladimir pyatak- <br /> RetainPLLicenser:oKW -0606076c) 7 a °iia 11.18.11.29 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 <br /> License To:Upstate Engineering <br /> Tilt 1 <br /> Horizontal Deflection at Top of Wall due to settlement of soil <br /> (Deflection due to wall bending not considered) <br /> Soil Spring Reaction Modulus 250.0 pci <br /> Horizontal Defl @ Top of Wall(approximate only) 0.091 in <br /> The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, <br /> because the wall would then tend to rotate into the retajned soil. <br />