Given: Mu = 120 kN·m, b = 300 mm, choose d ≈ 500 mm, f'c = 30 MPa, fy = 500 MPa, φ = 0.9.
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Prone to buckling, requiring secondary moment calculations. Given: Mu = 120 kN·m, b = 300
: Techniques for controlling deflections, cracks, and analyzing the impact of shrinkage and temperature changes.
Frequently used for sharing these documents. Given: Mu = 120 kN·m
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