10.1 Calculate the nominal strength P, for the section of the figure for Problem 10.1 for an eccentricity e, (measured along the y-axis) = 0.1h = 1.8 in. Use f = 3000 psi and f, = 40,000 psi. Use basic principles of statics to obtain solution, consid- ering the effect of compression concrete dis- placed by steel; compare the result with the maximum P, given by ACI-22.4.2 (e = 46 mm; %3D f' = 20 MPa; f, = 300 MPa). #3 @ 18 (#10M) 6 - #9 18" - y |(460 mm) (6 – #29M) - 3"- 12" 3"- (75 mm) (310 mm) 18" (460 mm)
10.1 Calculate the nominal strength P, for the section of the figure for Problem 10.1 for an eccentricity e, (measured along the y-axis) = 0.1h = 1.8 in. Use f = 3000 psi and f, = 40,000 psi. Use basic principles of statics to obtain solution, consid- ering the effect of compression concrete dis- placed by steel; compare the result with the maximum P, given by ACI-22.4.2 (e = 46 mm; %3D f' = 20 MPa; f, = 300 MPa). #3 @ 18 (#10M) 6 - #9 18" - y |(460 mm) (6 – #29M) - 3"- 12" 3"- (75 mm) (310 mm) 18" (460 mm)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:10.1 Calculate the nominal strength P, for the section
of the figure for Problem 10.1 for an eccentricity
e, (measured along the y-axis) = 0.1h = 1.8 in.
Use f' = 3000 psi and f, = 40,000 psi. Use basic
principles of statics to obtain solution, consid-
ering the effect of compression concrete dis-
placed by steel; compare the result with the
maximum P, given by ACI-22.4.2 (e = 46 mm;
%3D
f = 20 MPa; f, = 300 MPa).
%3D
#3 @ 18
(#10M)
6 - #9
18" - y
(6 – #29M)
|(460 mm)
3"-
12"
3"- (75 mm)
(310 mm)
18"
(460 mm)
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