← 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
←
L₁
b
★
PD = 60 kN
P₁ =120 kN
с
➜
L₂
L₁ = 1.5m
L₂ = 3m
L₁
WD=52 kN/m
W₂ = 104 kN/m
Transcribed Image Text:← L₁ b ★ PD = 60 kN P₁ =120 kN с ➜ L₂ L₁ = 1.5m L₂ = 3m L₁ WD=52 kN/m W₂ = 104 kN/m
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