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The simple beam with overhang carries a uniform load, w (kN/m) and a force P (kN). (a) Determine the maximum bending stresses (T & C) and absolute maximum transverse shear stress (b) Check if the beam is safe if the allowable bending stress (T & C) = 120 MPa and the allowable shear stress = 80 Mpa 10 kN/m 4.0 m 4.0 m P= 20.52 kN T tw Section Properties: b=320 mm d = 350 mm tf = 20 mm tw = 20 mm

The simple beam with overhang carries a uniform load, w (kN/m) and a force P (kN). (a) Determine the maximum bending stresses (T & C) and absolute maximum transverse shear stress (b) Check if the beam is safe if the allowable bending stress (T & C) = 120 MPa and the allowable shear stress = 80 Mpa 10 kN/m 4.0 m 4.0 m P= 20.52 kN T tw Section Properties: b=320 mm d = 350 mm tf = 20 mm tw = 20 mm

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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The simple beam with overhang carries a uniform load, w (kN/m) and a force P (kN). (a) Detemine the maximum bending stresses (T&C) and absolute maximum transverse shear stress (b) Check if the beam is safe if the allowable bending stress (T & C) = 120 MPa and the allowable shear stress = 80 Mpa. k 10 kN/m 4.0 m 4.0 m P= 20.52 kN d T tw Section Properties: b=320 mm d = 350 mm tf = 20 mm tw = 20 mm
Transcribed Image Text:The simple beam with overhang carries a uniform load, w (kN/m) and a force P (kN). (a) Detemine the maximum bending stresses (T&C) and absolute maximum transverse shear stress (b) Check if the beam is safe if the allowable bending stress (T & C) = 120 MPa and the allowable shear stress = 80 Mpa. k 10 kN/m 4.0 m 4.0 m P= 20.52 kN d T tw Section Properties: b=320 mm d = 350 mm tf = 20 mm tw = 20 mm
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