CVG2140 Lecture 15 Shear Due to Bending 2in1 Color
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1 CVG2140 Winter 2014 Mechanics of Materials Course Instructor Won Taek Oh A609(CBY) [email protected]13 March 2014 Department of Civil Engineering (613)562-5800 Ext. 6687 Resultant Forces Produced by Bending Stress 2 (E 1 = E 2 )
CVG2140 Lecture 15 Shear Due to Bending 2in1 Color
3 Example 1A beam segment if subjected to the internal bending
moments shown. The cross-sectional dimensions of the beam are
given. gDetermine the horizontal force required to satisfy
equilibrium for the specified area and show the location and
direction of this force in the sketch.
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The Shear Stress Formula Shear stresses produced in a prismatic
beam made of a
homogeneous liner-elastic material
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4 The Shear Stress Formula Shear stresses produced in a
prismatic beam made of a
homogeneous liner-elastic materialg
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The Shear Stress Formula Shear stresses produced in a prismatic
beam made of a
homogeneous liner-elastic material
0x HA Az z
M MMF y dA y dA FI I
0x HA A Az z z
M M MF y dA y dA y dA FI I I
M MF y dA y dA
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H A Az z
F y dA y dAI I
H
z
MQFI
5 The Shear Stress Formula Shear stresses produced in a
prismatic beam made of a phomogeneous liner-elastic material
