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ebook - Beam Design Formulas With Shear and Moment Diagrams
Beam Design Formulas With Shear and Moment Diagrams | American Wood Council | American Forest & Paper Association, Inc. | 2007 | English | 20 p | pdf | 425.9 KB | Figures 1 through 32 provide a series of shear and moment diagrams with accompanying formulas for design of beams under various static loading conditions. Shear and moment diagrams and formulas are excerpted from the Western Woods Use Book, 4th edition, and are provided herein as a courtesy of Western Wood Products Association.
Book Title
:
Beam Design Formulas With Shear and Moment Diagrams
Authors
:
American Wood Council
Publisher
:
American Forest & Paper Association, Inc.
Year
:
2007
Language
:
English
Pages
:
20 p
File Format
:
pdf
File Size
:
425.9 KB
Introductions
Figures 1 through 32 provide a series of shear and moment diagrams with accompanying formulas for design of beams under various static loading conditions.
Shear and moment diagrams and formulas are excerpted from the Western Woods Use Book, 4th edition, and are provided herein as a courtesy of Western Wood Products Association.
Notations Relative to “Shear and Moment Diagrams”
E
= modulus of elasticity, psi
I
= moment of inertia, in.4
L
= span length of the bending member, ft.
= span length of the bending member, in.
M
= maximum bending moment, in.-lbs.
P
= total concentrated load, lbs.
R
= reaction load at bearing point, lbs.
V
= shear force, lbs.
W
= total uniform load, lbs.
w
= load per unit length, lbs./in.
Δ
= deflection or deformation, in.
x
= horizontal distance from reaction to point on beam, in.
List of Figures
Figure 1Simple Beam – Uniformly Distributed Load
Figure 2Simple Beam – Uniform Load Partially Distributed
Figure 3Simple Beam – Uniform Load Partially Distributed at One End
Figure 4Simple Beam – Uniform Load Partially Distributed at Each End
Figure 5Simple Beam – Load Increasing Uniformly to One End
Figure 6Simple Beam – Load Increasing Uniformly to Center
Figure 7Simple Beam – Concentrated Load at Center
Figure 8Simple Beam – Concentrated Load at Any Point
Figure 9Simple Beam – Two Equal Concentrated Loads Symmetrically Placed
Figure 10Simple Beam – Two Equal Concentrated Loads Unsymmetrically Placed
Figure 11Simple Beam – Two Unequal Concentrated Loads Unsymmetrically Placed
Figure 12Cantilever Beam – Uniformly Distributed Load
Figure 13Cantilever Beam – Concentrated Load at Free End
Figure 14Cantilever Beam – Concentrated Load at Any Point
Figure 15Beam Fixed at One End, Supported at Other – Uniformly Distributed Load
Figure 16Beam Fixed at One End, Supported at Other – Concentrated Load at Center
Figure 17Beam Fixed at One End, Supported at Other – Concentrated Load at Any Point
Figure 18Beam Overhanging One Support – Uniformly Distributed Load
Figure 19Beam Overhanging One Support – Uniformly Distributed Load on Overhang
Figure 20Beam Overhanging One Support – Concentrated Load at End of Overhang
Figure 21Beam Overhanging One Support – Concentrated Load at Any Point Between Supports
Figure 22Beam Overhanging Both Supports – Unequal Overhangs – Uniformly Distributed Load
Figure 23Beam Fixed at Both Ends – Uniformly Distributed Load
Figure 24Beam Fixed at Both Ends – Concentrated Load at Center
Figure 25Beam Fixed at Both Ends – Concentrated Load at Any Point
Figure 26Continuous Beam – Two Equal Spans – Uniform Load on One Span
Figure 27Continuous Beam – Two Equal Spans – Concentrated Load at Center of One Span
Figure 28Continuous Beam – Two Equal Spans – Concentrated Load at Any Point
Figure 29Continuous Beam – Two Equal Spans – Uniformly Distributed Load
Figure 30Continuous Beam – Two Equal Spans – Two Equal Concentrated Loads Symmetrically Placed
Figure 31Continuous Beam – Two Unequal Spans – Uniformly Distributed Load
Figure 32Continuous Beam – Two Unequal Spans – Concentrated Load on Each Span Symmetrically Placed
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