筋板屈曲校核.xls

PRIMARY CONNECTION CALCULATION FOR TUBULAR TO NON - TUBULAR MEMBER Project: Subject: REVISION DATE BY CHECKED APPROVED 1. Input Data: Member Number : W061 L061 Joint Number: W061 Girder Data: Depth Width of Flange Thickness of Web Thickness of Flange Radius of Fillet Yield strength dbttrF (mm) (mm) (mm) (mm) (mm) (Mpa) 900 510 16 28 18 355 Brace Data: Member Diameter Thickness Angle Yield Strength Group IDDt ?F mm mm degree (Mpa) #REF! 406 13 90 355 Stiffener Data Thickness Yield Strength mended Spacing tFS mm (Mpa) mm 16 355 262 Brace Forces: Load Case: LIF2 Load: Axial Load I/P Moment O/P Moment Torsion (kN) (kN - m) (kN - m) (kN - m) - AMOD Factor: 1 Brace Local Co - ordinate System Axial Axis: X I/P Axis: Z XZ O/P Axis: Y 2. Co - ordinates of Contact Points . Centre of Brace Footprint: Point 1234 x '(mm) - y' (mm) - 3. Loads At Contact Points: Loads At Bearing Points (Tensile +ve ; Compressive - ve) 1234 Brace Axial Load (kN) Brace I/P Moment (kN) - Brace O/P Moment (kN) - Brace Torsion (kN) Total Force (kN) - - 4. Check Bearing & Tension Stresses: Contact Brace At Stiffener Plate Brace At Girder Web Stiffener Plate At Brace Girder Web At B