← L₁ b ★ PD PL=120 kN L2 → L₁ = 1.5m L₂ = 3 m L₁ WD=52 kN/m WL = 104 kN/m →
← L₁ b ★ PD PL=120 kN L2 → L₁ = 1.5m L₂ = 3 m L₁ WD=52 kN/m WL = 104 kN/m →
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.24CTP
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Design a singly reinforced beam. Use f'c = 28 MPa, fy = 414 MPa
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