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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
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<br />Roof Rafters: 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 />RR-Left SS 2x6 0.0000 3. 1.2D+1.6Lr+L -0.1266 1.1154 3.6.3 0.1135
<br />Fx = -1.0442 K, KLz = 10.835 ft,
<br />KLy = 0 ft, Fc* = 2.6611 Ksi,
<br />FcE = 1.2763 Ksi, CM(Fc) = 1,
<br />Ct = 1, CF(Fc) = 1.1,
<br />Ci = 1, Kf(Compression) = 2.4,
<br />ϕ = 0.85, CP = 0.41914,
<br />CM(E) = 1, CT = 1,
<br />Cfu = 1, Kf(Emin) = 1.76,
<br />Lambda = 0.8, Kz = 1,
<br />Ky = 1
<br />RR-Right SS 2x6 10.8346 3. 1.2D+1.6Lr+L -0.1266 1.1154 3.6.3 0.1135
<br />Fx = -1.0442 K, KLz = 10.835 ft,
<br />KLy = 0 ft, Fc* = 2.6611 Ksi,
<br />FcE = 1.2763 Ksi, CM(Fc) = 1,
<br />Ct = 1, CF(Fc) = 1.1,
<br />Ci = 1, Kf(Compression) = 2.4,
<br />ϕ = 0.85, CP = 0.41914,
<br />CM(E) = 1, CT = 1,
<br />Cfu = 1, Kf(Emin) = 1.76,
<br />Lambda = 0.8, Kz = 1,
<br />Ky = 1
<br />Roof Rafters: Strong Flexure Check (extreme rows: max)
<br />Member Section Offset
<br />ft
<br />Result Case Demand fbz
<br />Ksi
<br />Capacity Fbz
<br />Ksi
<br />Code
<br />Reference
<br />Unity Check Details
<br />RR-Left SS 2x6 5.4173 3. 1.2D+1.6Lr+L 1.3886 2.1946 3.3-1 0.6327
<br />Lb = 0 ft, Mz = 0.87509 K-ft,
<br />E'min = 867.68 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 = 0.99989,
<br />CF(Fb) = 1.3, Cr = 1.15,
<br />Kf(Bending) = 2.54, Lambda = 0.8
<br />RR-Right SS 2x6 5.4173 3. 1.2D+1.6Lr+L 1.3886 2.1946 3.3-1 0.6327
<br />Lb = 0 ft, Mz = 0.87509 K-ft,
<br />E'min = 867.68 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 = 0.99989,
<br />CF(Fb) = 1.3, Cr = 1.15,
<br />Kf(Bending) = 2.54, Lambda = 0.8
<br />Roof Rafters: Strong Shear Check (extreme rows: max)
<br />Member Section Offset
<br />ft
<br />Result Case Demand fvy
<br />Ksi
<br />Capacity Fvy
<br />Ksi
<br />Code
<br />Reference
<br />Unity Check Details
<br />RR-Left SS 2x6 10.8346 3. 1.2D+1.6Lr+L -0.0587 0.3110 3.4-1 0.1889
<br />V = -0.32307 K, CM = 1,
<br />Ct = 1, Ci = 1,
<br />Kf(Shear) = 2.88, ϕ = 0.75,
<br />Lambda = 0.8
<br />RR-Right SS 2x6 10.8346 3. 1.2D+1.6Lr+L -0.0587 0.3110 3.4-1 0.1889
<br />V = -0.32307 K, CM = 1,
<br />Ct = 1, Ci = 1,
<br />Kf(Shear) = 2.88, ϕ = 0.75,
<br />Lambda = 0.8
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<br />#24/28/2025
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