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Be am ID: 3 <br />Section type:Ve rsa Lam 3100 <br />Section name:3 1/2x11 7/8 <br />Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 <br />E (psi): 2000000 Lu (ft): 0 <br />Ignore shear within (d): True Repetitive member : False <br />Applie d Loads: <br />POINT @ 18.75ft (D=1767) <br />SELF WEIGHT 9.74PLF From 0' to 23.75' <br /> Point Load Location <br />Factors: <br />Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.00 <br />Re actions: <br />Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) <br />1 488 0 0 0 0 0 0 0 488/0 <br />2 1511 0 0 0 0 0 0 0 1511/0 <br />Code che ck: <br />Actual Loc.(ft)Allowe d Ratio (%)CD <br />Moment (lbs-ft)7432 18.75 19125 39 0.9 <br />Shear (lbs)1511 23.75 7107 21 0.9 <br />Live Deflection 0.000 0 0.792 0 - <br />Total Deflection 0.598 13.3 1.188 50 - <br />Passe d <br />Max Moment: D <br />Max Shear: D <br />Max Deflection: D <br />Be am ID: 4 <br />Section type:Ve rsa Lam 3100 <br />Section name:3 1/2x11 7/8 <br />Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 <br />E (psi): 2000000 Lu (ft): 0 <br />Ignore shear within (d): True Repetitive member : False <br />Applie d Loads: <br />POINT @ 19.5ft (D=932) <br />SELF WEIGHT 9.74PLF From 0' to 24' <br /> Point Load Location <br />Factors: <br />Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.00 <br />Re actions: <br />Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) <br />1 292 0 0 0 0 0 0 0 292/0 <br />2 874 0 0 0 0 0 0 0 874/0 <br />Code che ck: <br />Actual Loc.(ft)Allowe d Ratio (%)CD <br />Moment (lbs-ft)3835 19.5 19125 20 0.9 <br />Shear (lbs)874 24 7107 12 0.9 <br />Live Deflection 0.000 0 0.8 0 - <br />Total Deflection 0.333 13.2 1.2 28 - <br />Passe d <br />Max Moment: D <br />Max Shear: D <br />Max Deflection: D <br />vG25.12.25 <br />: <br />: <br />: <br />: <br />Com pany Core Structure, Inc. <br />Project TENANT IMPROVEMENT (PHASE 3) <br />Job No.0 <br />Plan 0 <br />: <br />: <br />: <br />: <br />Designed NA <br />Checked NA <br />Date <br />Client 0 <br />TIC Structure Design 2025 <br />12