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Axial Force (k) <br />0.352 at 0 ft <br />-0.352 at 0 ft <br />y Shear Force (k) <br />2.072 at 8 ft <br />-2.072 at 0 ft <br />z Shear Force (k) <br />Torsion (k-ft) <br />-4.144 at 4 ft <br />y-y Moment (k-ft) <br />0.704 at 4 ft <br />-0.704 at 4 ft <br />z-z Moment (k-ft) <br />Axial Stress (ksi) <br />1.213 at 4 ft <br />-1.213 at 4 ft <br />Bending Strong Stress (ksi) <br />8.96 at 4 ft <br />-8.96 at 4 ft <br />Bending Weak Stress (ksi) <br />AISC 15th (360-16): ASD Code Check <br />Limit State Gov. LC Required Available Unity Check Result <br />Applied Loading - Bending/Axial 4 - -- - <br />Applied Loading - Shear + Torsion 4 - -- - <br />Axial Tension Analysis 4 0 k 118.443 k - - <br />Axial Compression Analysis 4 0 k 93.156 k - - <br />Flexural Analysis (Strong Axis)4 0 k-ft 19.58 k-ft - - <br />Flexural Analysis (Weak Axis)- 4.144 k-ft 14.805 k-ft - - <br />Shear Analysis (Major Axis y)4 0 k 40.826 k 0 PASS <br />Shear Analysis (Minor Axis z)4 2.072 k 25.423 k 0.082 PASS <br />Bending & Axial Interaction Check (UC Bending Max)4 - -0.28 PASS <br />Torsional Analysis 4 0 k-ft 13.875 k-ft 0 PASS <br />RISA-3D Version 22 [ Roll Up Door.r3d ] Page 2 <br />Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Coffman Engineers <br />Michael Martinez <br />253110 <br />Roll Up Door Frame <br />Checked By : __________ <br />1/28/2026 <br />2:05:53 PMPage 18