From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa)Properties:Beam width = 204 mmBeam height = 483 mmWLL=10.72 kN/mWDL = 12.73 kN/mPu = 7 kNSpan of the beam = 7 mPrestressing force 341 kNeccentricity =94 mmPu (kN)Wo (kN/m)L.

B = width of beam = 204mm D = Depth of Beam = 483mm Moment Of Inertia of the section = (BD3)/12…

From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 204 mm Beam height = 483 mm %3D WLL = 10.72 kN/m WDL = 12.73 kN/m Pu 7 kN Span of the beam 7 m Prestressing force 341 kN eccentricity = = 94 mm Pu (kN) Wo (kN/m) L

From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 204 mm Beam height = 483 mm %3D WLL = 10.72 kN/m WDL = 12.73 kN/m Pu 7 kN Span of the beam 7 m Prestressing force 341 kN eccentricity = = 94 mm Pu (kN) Wo (kN/m) L

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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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa)
Properties:
Beam width = 204 mm
Beam height = 483 mm
WLL=10.72 kN/m
WDL = 12.73 kN/m
Pu = 7 kN
Span of the beam = 7 m
Prestressing force 341 kN
eccentricity =94 mm
Pu (kN)
Wo (kN/m)
L.

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