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)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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