Consider the column presented in Figure 1, fixed at A and connected to 2 beams at B. The bending moment and axial force

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Consider The Column Presented In Figure 1 Fixed At A And Connected To 2 Beams At B The Bending Moment And Axial Force 1 (73.1 KiB) Viewed 34 times

Consider the column presented in Figure 1, fixed at A and connected to 2 beams at B. The bending moment and axial force diagrams for the column are also given in the same figure. Concrete grade: B30 Steel grade B500NC Exposure Class XC2 3,0 Creep Coefficient Effective creep coefficient 1,2 5.00 6,00 NE 850 KN M.-117 kN.m Ned=843 kN.m Fer-50 kN с VB D op 台 11 40.30 -0.20 si 5,00 Mer 133 kN.m -0.40 Figure 1: Structure and Internal forces for the column a) Determine the effective length of the column; b) Determine the moments due to geometric imperfections; c) Check if local second order effects can be neglected; d) Design and draw the reinforcement required to verify Ultimate Limit States at the most conditioning cross section.