A simply supported beam is carrying a varying load and a uniform load as shown inthe figure. If the beam properties are given below, what is the final stress at top of thebeam section at a distance 2.84m from the right support where the total losses of theprestressing force is 19% (MPa)Properties:Beam width = 229 mm%3DBeam height = 437 mmVarying load = 9.46 kN/m%3DUniform load = 4.81 kN/m%3Dx 3.27 mmy = 6.17 mmPrestressing force 325 kN%3Deccentricity = 116 mm%3DVL (kN/m)UL (kN/m)

Moment at 2.84m from Right Support = 35.85Kn-m Moment of Inertia = Bd3/12 = 1.59 x 109 Stress at top…

operties: eam width = 229 mm %3D eam height = 437 mm %3D arying load 9.46 kN/m niform load = 4.81 kN/m %3D %3D = 3.27 mm =6.17 mm restressing force 325 kN ccentricity 116 mm %3D %3D VL (kN/m) UL (kN/m)

operties: eam width = 229 mm %3D eam height = 437 mm %3D arying load 9.46 kN/m niform load = 4.81 kN/m %3D %3D = 3.27 mm =6.17 mm restressing force 325 kN ccentricity 116 mm %3D %3D VL (kN/m) UL (kN/m)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

A simply supported beam is carrying a varying load and a uniform load as shown in
the figure. If the beam properties are given below, what is the final stress at top of the
beam section at a distance 2.84m from the right support where the total losses of the
prestressing force is 19% (MPa)
Properties:
Beam width = 229 mm
%3D
Beam height = 437 mm
Varying load = 9.46 kN/m
%3D
Uniform load = 4.81 kN/m
%3D
x 3.27 mm
y = 6.17 mm
Prestressing force 325 kN
%3D
eccentricity = 116 mm
%3D
VL (kN/m)
UL (kN/m)

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