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1.447 at 0 ft <br />-1.143 at 15.23 ft <br />Axial Force (k) <br />0.247 at 0 ft <br />-0.247 at 0 ft <br />y Shear Force (k)z Shear Force (k) <br />Torsion (k-ft)y-y Moment (k-ft) <br />3.674 at 14.88 ft <br />-3.674 at 14.88 ft <br />z-z Moment (k-ft) <br />0.337 at 0 ft <br />-0.266 at 15.23 ft <br />Axial Stress (ksi) <br />6.329 at 14.88 ft <br />-6.329 at 14.88 ft <br />Bending Strong Stress (ksi)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 7 - -- - <br />Applied Loading - Shear + Torsion 9 - -- - <br />Axial Tension Analysis 7 0 k 118.443 k - - <br />Axial Compression Analysis 7 1.241 k 10.023 k - - <br />Flexural Analysis (Strong Axis)7 3.674 k-ft 19.58 k-ft - - <br />Flexural Analysis (Weak Axis)- 0 k-ft 14.805 k-ft - - <br />Shear Analysis (Major Axis y)9 0.247 k 40.826 k 0.006 PASS <br />Shear Analysis (Minor Axis z)9 0 k 25.423 k 0 PASS <br />Bending & Axial Interaction Check (UC Bending Max)7 - -0.25 PASS <br />Torsional Analysis 7 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 />2:05:26 PMPage 16