1610 E First St - 101118465 & 20182250 - Plan

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Detail Report: 1 Load Combination:LC 28: DL+SL(4) +-0.714pELZ(26) +-0.714ELY(27) Code check:1.272 (axial/bending) y z y z x Input Data Shape:W12X50 Member Type:Column Length (ft):13.063 Material Type:Hot Rolled Steel Design Rule:Typical Internal Sections:97 Design Code:AISC 14th (360-10): ASD I Node:1 J Node:2 I Release:Fixed J Release:Fixed I Offset:N/A J Offset:N/A T/C Only:Both Way Diagrams: 0.174 at 13.06 ft y Deflection (in) -1.602 at 13.06 ft z Deflection (in) 3.734 at 0 ft 2.99 at 13.06 ft Axial Force (k) -0.006 at 0 ft y Shear Force (k) 1.965 at 0 ft 1.585 at 13.06 ft z Shear Force (k) 4.947 at 0 ft Torsion (k-ft) 0.872 at 13.06 ft -22.315 at 0 ft y-y Moment (k-ft) -10.644 at 13.06 ft -10.722 at 0 ft z-z Moment (k-ft) 0.256 at 0 ft 0.205 at 13.06 ft Axial Stress (ksi) 56.731 at 0 ft 10.697 at 6.53 ft Bending Compression Stress (ksi) -10.697 at 6.53 ft -56.731 at 0 ft Bending Tension Stress (ksi) AISC 14th (360-10): ASD Code Check Limit State Required Available Unity Check Result Applied Loading -Bending/Axial ---- Applied Loading -Shear + Torsion ---- Axial Tension Analysis 0 k 437.126 k -- Axial Compression Analysis 3.734 k 274.327 k -- Flexural Analysis (Strong Axis)10.722 k-ft 155.021 k-ft -- Flexural Analysis (Weak Axis)63.55 k-ft 53.144 k-ft -- Shear Analysis (Major Axis y)56.337 k 90.28 k 0.624 PASS Shear Analysis (Minor Axis z)137.595 k 185.792 k 0.741 PASS Bending & Axial Interaction Check (UC Bending Max)--1.272 FAIL RISA-3D Version 21 [ 24-0076 22 ft Semi-Cantilever.r3d ]Page 1 Company Designer Job Number Model Name : : : : Caruso Turley Scott, Inc. JKC 24-0076 22 ft Semi-Cantilever Checked By : __________ 1/25/2024 3:31:23 PM 59 1610 E First St - 101118465 & 201822505/7/2024