Analysis of Beams in Bending (5.1-5.3)
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Transcript of Analysis of Beams in Bending (5.1-5.3)
Analysis of Beams in Bending 1
Analysis of Beams in Bending
(5.1-5.3)
MAE 314 – Solid Mechanics
Yun Jing
Analysis of Beams in Bending 2
Bending Moment Along a Beam In this chapter, we will learn how to find the bending moment M along the beam. M is not necessarily constant; sometimes M is a function of x. We will also solve for the shear force V(x), which will be used in Chapter 6. As before, we need a new FBD every time the loading changes.
1 2 3 12
Analysis of Beams in Bending 3
Review of Beam Supports 3 equilibrium equations: Σ FY = 0, Σ FX = 0, Σ M = 0 Ignore the horizontal (x-direction) components, because these are axial loading.
R1 R3
R2
R1R1
R2R2
R3 M1
R1R1R1 R2R2R2
R3R3
R3R4
R4
M1 M1 M2
Analysis of Beams in Bending 4
Sign Convention Recall the applied loading results in both a bending moment M and a shear force V.
Positive shear and bending moment
Analysis of Beams in Bending 8
Example ProblemDraw the shear and bending moment diagrams for the beam andloading shown, and determine the maximum absolute value (a) of theshear and (b) of the bending moment.
Analysis of Beams in Bending 9
Relations Between F, V, and M For beams with more complicated loading, it is helpful to develop a relationship between load, shear and bending moment.
Sum forces in the vertical direction. 0)( xwVVVFy xwV
wdx
dV dxwVV
C
C
x
x
CC '
'or
Analysis of Beams in Bending 10
Relations Between F, V, and M Sum moment about C’.
Neglect (Δx)2 term since it is much smaller thanΔx term.
02
xxwxVMMMMC
22
1xwxVM
Vdx
dM dxVMM
C
C
x
x
CC '
'or
Analysis of Beams in Bending 11
Example ProblemDetermine (a) the equations of the shear and bending moment curvesfor the beam and loading shown, and (b) the maximum absolute valueof the bending moment in the beam.
Analysis of Beams in Bending 12
Example ProblemDraw the shear and bending-moment diagrams for the beam and loading shown.
Design of Beams in Bending 14
Design of Beams for Bending Recall the largest normal stress in the beam subject to bending occurs at the surface and can be defined as
A safe design requires the maximum stress is no more than the allowable stress (σmax ≤ σall), soS
M
I
cMmaxmax
max c
IS where
all
MS
max
min
Design of Beams in Bending 15
Procedure for Design Determine the value for σall. Draw shear and moment diagrams. From the diagrams, determine the maximum absolute bending moment. Determine the minimum allowable value Smin. Use Smin to determine best cross section dimensions.
Timber beam: Smin = bh2/6 Rolled-steel beam: Use Appendix C in textbook
Design of Beams in Bending 16
Example ProblemFor the beam and loading shown, design the cross section of the beam,knowing that the grade of timber used has an allowable normal stress of12 MPa.
Design of Beams in Bending 17
Example ProblemKnowing that the allowable stress for the steel used is 160 MPa, selectthe most economical S-shape beam to support the loading shown.