Considering the rectangular section with the given concrete dimensions (in mm) shown below in Figure 2, design the given section, and draw its details, using the interaction diagrams stated in CSA A23.3, if the sectionis subjected to:a) Pf = 850 kN, Mf = 620 kN.mb) Pf = 2,150 kN, Mf = 465 kN.mgiven that fc’= 25 MPa and fy = 400 MPa and the concrete cover (dc) = 50 mm Considering the rectangular section with the given concrete dimensions (in mm) shown below in Figure 2,design the given section, and draw its details, using the interaction diagrams stated in CSA A23.3, if the sectionis subjected to:a) Pr= 850 kN, Mf= 620 kN.mb) Pr= 2,150 kN, Mr= 465 kN.mMfgiven that fe'= 25 MPa and fy= 400 MPa and the concrete cover (de)= 50 mmPs300Figure 2008

(a) Given Pf = 850 kN , My = 620 kN.m fc’= 25 MPa , fy = 400 MPa concrete cover (dc) = 50 mm from…

Answered: Considering the rectangular section…

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ISBN:9781305156241

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Publisher:Garber, Nicholas J.

Chapter20: Design Of Rigid Pavements

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Question

Considering the rectangular section with the given concrete dimensions (in mm) shown below in Figure 2, design the given section, and draw its details, using the interaction diagrams stated in CSA A23.3, if the section
is subjected to:

a) P_f = 850 kN, M_f = 620 kN.m

b) P_f = 2,150 kN, M_f = 465 kN.m

given that f_c’= 25 MPa and f_y = 400 MPa and the concrete cover (d_c) = 50 mm

Considering the rectangular section with the given concrete dimensions (in mm) shown below in Figure 2,
design the given section, and draw its details, using the interaction diagrams stated in CSA A23.3, if the section
is subjected to:
a) Pr= 850 kN, Mf= 620 kN.m
b) Pr= 2,150 kN, Mr= 465 kN.m
Mf
given that fe'= 25 MPa and fy= 400 MPa and the concrete cover (de)= 50 mm
Ps
300
Figure 2
008

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