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# 1. Consider the rectangular column cross-section shown below. fc=4DMPa. fy=4ODMPa a') if the column is loaded by an axial load (Pr) at the cenlmid of...

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1. Consider the rectangular column cross-section shown below. fc=4DMPa. fy=4ODMPa
a‘) if the column is loaded by an axial load (Pr) at the cenlmid of the section, then what is the maximum value that Pf can safely be?
b) if the column is loaded in uniaxial bending by an axial load (Pf) at an eccenlJicity of 100mm in the x—directicn, then what is the maximum value that Pf can safely be?
c) If the column is loaded in uniaxial bending by an axial load (Pt) at an eccentricity of 100mm in the y-direction, then what is the maximum value that Pf can safely be?
d) if the column is loaded in uniaxial bending by an axial load (Pf) at an eccenlJicity of 100mm in bolh the x- and y-direction, then what is the maximum value that Pf can safely be? B435 Bars

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