full solution of this uniaxially loaded short column question.
Posted: Wed May 04, 2022 8:42 am
full solution of this uniaxially loaded short column question.
Using the given data. Find: Pd, Md, Pn, Mn for each of the following: A. Pure axial Compression Load B. Zero Tension C. Balanced Condition D. Tension Control Limit E. Pure Moment F. Pure axial Tension Load Then, draw the interaction diagram for the column. Hx= 775mm Hy= 775mm Cover= 40mm Diameter of stirrups= 10mm Fy=420MPa Fc'=21MPa Es= 210000 MRA No. Of layers= 5 No. Of bars= 4 (layer 1) No. Of bars= 2 (layer 2) No. Of bars= 2 (layer 3) No. Of bars= 2 (layer 4) No. Of bars= 4 (layer 5) Diameter of bars= 25mm For x designation My 12345 Figure 1 T
Using the given data. Find: Pd, Md, Pn, Mn for each of the following: A. Pure axial Compression Load B. Zero Tension C. Balanced Condition D. Tension Control Limit E. Pure Moment F. Pure axial Tension Load Then, draw the interaction diagram for the column. Hx= 775mm Hy= 775mm Cover= 40mm Diameter of stirrups= 10mm Fy=420MPa Fc'=21MPa Es= 210000 MRA No. Of layers= 5 No. Of bars= 4 (layer 1) No. Of bars= 2 (layer 2) No. Of bars= 2 (layer 3) No. Of bars= 2 (layer 4) No. Of bars= 4 (layer 5) Diameter of bars= 25mm For x designation My 12345 Figure 1 T