Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 9, Problem 9.6.4P

Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the composite section. Compute this as illustrated in Example 9.7.

9.6-4 For the beam of Problem 9.4-1,

a. Compute the deflections that occur before and after the concrete has cured.

b. If the total deflection after the concrete has cured exceeds L 240

select another steel shape using either LRFD or ASD.

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As shown below a rectangular R.C.C. column is subjected to compressive force P at an eccentricity of e. If the compression steel has yielded, the concrete has cracked and the neutral axis lies at a distance of 360 mm, calculate the limiting values P and e. 300 Asc 50 mm P. 360 mm 400 mm N.A + 50 mm st Given : (i) As = A (ii) yield stress of steel = 250 MPa (iii) modulus of elasticity = 2 x 105 MPa (iv) grade of concrete M20 = 10 cm2. %3D SC st
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