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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 3 of 6 <br />Ceilin Joists: Combined Check (extreme rows: max <br />Member Section Offset <br />ft <br />Result Case Demand Capacity Code Reference Unity Check Details <br />CJ Right SS 2x6 5.0798 2. 1.2D+1.6L+0.5S 0.4426 1.0000 3.9-2 Strong 0.4426 <br />Fx = 0.4237 K, KLz = 10.583 ft, <br />KLy = 0 ft, Lb = 10.583 ft, <br />Mz = 0.49359 K-ft, My = 0 K-ft, <br />E'min = 867.68 Ksi, <br />Fbz* = 2.1948 Ksi, <br />Fbz** = 1.6534 Ksi, <br />Fby* = 2.5241 Ksi, <br />Fby** = 2.5241 Ksi, CM(E) = 1, <br />Ct = 1, Ci = 1, <br />CT = 1, Cfu = 1, <br />Kf(Emin) = 1.76, ϕ = 0.85, <br />CM(Fb) = 1, CL = 0.7533, <br />CF(Fb) = 1.3, Cr = 1.15, <br />Kf(Bending) = 2.54, Lambda = 0.8, <br />Kz = 1, Ky = 1 <br />Ceiling Joists: Axial Check (extreme rows: max) <br />Member Section Offset <br />ft <br />Result Case Demand fa <br />Ksi <br />Capacity Fa <br />Ksi <br />Code <br />Reference <br />Unity Check Details <br />CJ Right SS 2x6 0.0000 3. 1.2D+1.6Lr+L 0.1017 1.1232 3.8.1 0.0906 <br />Fx = 0.83941 K, CM(Ft) = 1, <br />Ct = 1, CF(Ft) = 1.3, <br />Ci = 1, Kf(Tension) = 2.7, <br />ϕ = 0.8, Lambda = 0.8 <br />Roof Rafters: 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 />Deflections <br /> Strong (dy): Member Span Ratio <br /> 'L only': 240 <br /> 'W or S only': 240 <br /> 'D + L': 180 <br /> Other: 180 <br /> Weak (dz): None <br />C-Factors <br /> Moisture Condition: Dry Service Condition <br /> Temp. Range: T <= 100F <br /> Wet Service Factor, CM: Calculate <br /> Temperature Factor, Ct: Calculate <br /> Incising Factor, Ci: Ignore <br /> Repetitive Member Factor, Cr: Calculate <br /> Buckling Stiffness Factor, CT: Ignore <br /> Bearing Area Factor, Cb: Ignore <br /> Slenderness Limit Increase: False <br /> Curvature Factor, Cc: 1 <br /> Pole/Pile Treatment: Air Dried <br /> Pole/Pile Group Count: 1 <br />Overrides <br /> Override CF: False <br /> Override CI: False <br /> Override CL: False <br /> Override CP: False <br /> Override CV: False <br /> Override Ccs: False <br /> Override Cct: False <br /> Override Cfu: False <br /> Override Cls: False <br /> Override Cvr: False <br />Material Overrides <br /> Override Ft (Poles & Piles): False <br /> Override Fcp: False <br /> Neglect Size Constraints?: False <br />2039 N Victoria Drive <br />#24/28/2025