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JRS ENGINEERING & DESIGN LLCJEFFREY SCHAEFEC:\Users\rache\OneDrive\Documents\JRS Engineering\...\Roof Structure - Simple Gable with CJ.vapWednesday, November 27, 2024 2:45 PM <br />VisualAnalysis 21.00.0003, Full Desi <br />www.iesweb.com Page 1 of 6 <br />Bill of Materials: Members <br />Material Section Count Total Length <br />ft <br />Total Volume <br />in^3 <br />Total Weight <br />K <br />Douglas Fir-Larch (North)-No.2 SS 2x6 4 41.6692 4125.2539 0.0769 <br />Total Member Weight = 0.0769 K <br />Member Loads, Uniform <br />Member Service Case Direction Magnitude Full Length?Start Offset <br />ft <br />End Offset <br />ft <br />Projected?Predefined Load <br />CJ Left D Force Y -0.0133 K/ft Yes 0.0000 9.4170 No N.A. <br />CJ Left L Force Y -0.0133 K/ft No 2.7902 9.4170 No N.A. <br />CJ Right D Force Y -0.0133 K/ft Yes 0.0000 10.5830 No N.A. <br />CJ Right L Force Y -0.0133 K/ft No 0.0000 7.1860 No N.A. <br />RR-Left D Force Y -0.0253 K/ft Yes 0.0000 10.8346 No N.A. <br />RR-Left Lr Force Y -0.0200 K/ft Yes 0.0000 10.8346 No N.A. <br />RR-Left W-Y Force Y 0.0160 K/ft Yes 0.0000 10.8346 No N.A. <br />RR-Right D Force Y -0.0253 K/ft Yes 0.0000 10.8346 No N.A. <br />RR-Right Lr Force Y -0.0200 K/ft Yes 0.0000 10.8346 No N.A. <br />RR-Right W-Y Force Y 0.0160 K/ft Yes 0.0000 10.8346 Yes N.A. <br />Member Unity Checks <br />Member Section Unity Check Status Result Case Code Reference Type Design Group <br />CJ Left SS 2x6 0.3580 Pass 2. 1.2D+1.6L+0.5Lr 3.3-1 Strong Flexure Check Ceiling Joists <br />CJ Right SS 2x6 0.4737 Pass 2. 1.2D+1.6L+0.5Lr 3.3-1 Strong Flexure Check Ceiling Joists <br />RR-Left SS 2x6 0.7023 Pass 3. 1.2D+1.6Lr+L 3.9-3 Combined Check Roof Rafters <br />RR-Right SS 2x6 0.7023 Pass 3. 1.2D+1.6Lr+L 3.9-3 Combined Check Roof Rafters <br />Ceilin Joists: Results <br />Configuration <br /> Has Bolt Holes: False <br /> Multi-piece Lams: False <br />Axial <br /> Manual Kz: False <br /> Kz Sidesway?: False <br /> Manual Ky: False <br /> Ky Sidesway?: False <br />Beam <br /> Beam Type: Simply Supported <br /> Loading Pattern: Uniform <br /> Tension Flange On Bottom?: False <br /> Override Lbi?: False <br /> End Notch Type: No Notches <br /> Bearing length at start: 0 in <br /> Bearing length at end: 0 in <br /> Check bearing at start?: False <br /> Check bearing at end?: False <br /> Shear "@ d" from start?: False <br /> Shear "@ d" from end?: False <br />2039 N Victoria Drive <br />#24/28/2025