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 10:20 am
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’c
= 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.
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
100 N24 dpc 06€ 340 + 5N24 450 Figure 2
which for architectural reasons has the shape of an equilateral
triangle and which is reinforced as shown.
Material Properties are f’c
= 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.
- Figure 2 Shows The Cross Section Of A Reinforced Concrete Column Which For Architectural Reasons Has The Shape Of An Equ 1 (76.63 KiB) Viewed 45 times
other solutions on answers (they answered incorrectly as I checked
the calculation). I will appreciate your trueful effort. thank
you
100 N24 dpc 06€ 340 + 5N24 450 Figure 2