Figure 2 shows the cross-section of a reinforced concrete column which for architectural reasons has the shape of an equ
Posted: Mon May 02, 2022 10:21 am
please answer based on the data given and do not copy from the
other solutions on answers (they answered incorrectly as I checked
the calculation). I will appreciate your trueful effort. thank
you
Figure 2 shows the cross-section of a reinforced concrete column which for architectural reasons has the shape of an equilateral triangle and which is reinforced as shown. Material Properties are f. = 32 MPa and fsy = 500 MPa = (a) Calculate the depth of the plastic centroid dpc for the section (b) This column section is subjected to combine axial compression and bending about a horizontal axis, with the 5N24 bars being on the tension side. Calculate the Mu , Nu values corresponding to a neutral axis depth of 250 mm. Assume that the Equivalent Rectangular Stress Block (ERSB) parameters used for rectangular sections also apply to this section.
100 N24 dpc 06€ 340 + 5N24 450 Figure 2
other solutions on answers (they answered incorrectly as I checked
the calculation). I will appreciate your trueful effort. thank
you
Figure 2 shows the cross-section of a reinforced concrete column which for architectural reasons has the shape of an equilateral triangle and which is reinforced as shown. Material Properties are f. = 32 MPa and fsy = 500 MPa = (a) Calculate the depth of the plastic centroid dpc for the section (b) This column section is subjected to combine axial compression and bending about a horizontal axis, with the 5N24 bars being on the tension side. Calculate the Mu , Nu values corresponding to a neutral axis depth of 250 mm. Assume that the Equivalent Rectangular Stress Block (ERSB) parameters used for rectangular sections also apply to this section.
100 N24 dpc 06€ 340 + 5N24 450 Figure 2