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0.11 at 0 ft <br />0 at 8 ft <br />Axial Force (k) <br />0.62 at 0 ft <br />6.223e-05 at 4.83 ft <br />y Shear Force (k)z Shear Force (k) <br />Torsion (k-ft)y-y Moment (k-ft) <br />2.947 at 0 ft <br />0 at 8 ft <br />z-z Moment (k-ft) <br />0.033 at 0 ft <br />0 at 8 ft <br />Axial Stress (ksi) <br />9.067 at 0 ft <br />-9.067 at 0 ft <br />Bending Strong Stress (ksi)Bending Weak Stress (ksi) <br />AISC 15th (360-16): LRFD Code Check <br />Limit State Gov. LC Required Available Unity Check Result <br />Applied Loading - Bending/Axial 2 - -- - <br />Applied Loading - Shear + Torsion 2 - -- - <br />Axial Tension Analysis 2 0 k 151.65 k - - <br />Axial Compression Analysis 2 0.11 k 113.345 k - - <br />Flexural Analysis (Strong Axis)2 2.947 k-ft 17.587 k-ft - - <br />Flexural Analysis (Weak Axis)- 0 k-ft 17.587 k-ft - - <br />Shear Analysis (Major Axis y)2 0.62 k 41.533 k 0.015 PASS <br />Shear Analysis (Minor Axis z)2 0 k 41.533 k 0 PASS <br />Bending & Axial Interaction Check (UC Bending Max)2 - -0.168 PASS <br />Torsional Analysis 2 0 k-ft 14.769 k-ft 0 PASS <br />RISA-3D Version 22 [ Fence Post.r3d ] Page 2 <br />Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Buehler <br />KeithS <br />2024-0137 <br />SimonMed Santa Ana <br />Checked By : __________ <br />9/11/2024 <br />8:02:31 AM <br />9 <br />Please refer to the following Hilti Profis reportfor analysis & design of the post base plate.