Calculate the moment and axial load capacity of the circular column corresponding to the given strain distributions. Use the formulas given below for the area and the centroid of circle segment. Column diameter D=2r= 500 mm 60 fa= 40 MPa Eco= 0.0021 mm/mm 140 E= 40000 MPa fy= 420 MPa E= 200000 MPa 140 60 8-030 Area of one 630 bar= 707 mm2 a) Ec top= 0.003 mm/mm c= 200 mm b) Ecsop= 0.003 mm/mm c= 400 mm

Calculate the moment and axial load capacity of the circular column corresponding to the given strain distributions. Use the formulas given below for the area and the centroid of circle segment. Column diameter D=2r= 500 mm 60 fa= 40 MPa Eco= 0.0021 mm/mm 140 E= 40000 MPa fy= 420 MPa E= 200000 MPa 140 60 8-030 Area of one 630 bar= 707 mm2 a) Ec top= 0.003 mm/mm c= 200 mm b) Ecsop= 0.003 mm/mm c= 400 mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.6.16P: A wide-flange column with a bracket is fixed at the base and free at the top (see figure). The...

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