Engineering for Architects
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Published By Columbia University Press

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CHAPTER XI. Simple Truss Problems. Fan truss. Fink truss. French Truss. Wind load diagram, both ends of truss fixed

Engineering for Architects ◽

10.7312/pond91006-012 ◽

1915 ◽

pp. 87-95

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CHAPTER X. Graphical Methods of Indicating Forces. Composition of forces. Resultants and equilibrants. Points of application. Graphical methods applied to simple beams

Engineering for Architects ◽

10.7312/pond91006-011 ◽

1915 ◽

pp. 79-86

Keyword(s):

Graphical Methods

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CHAPTER II. Wood beams. Moment of Inertia. Safe loads; Floor Construction

Engineering for Architects ◽

10.7312/pond91006-003 ◽

1915 ◽

pp. 10-17

Keyword(s):

Moment Of Inertia ◽

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CHAPTER I. Failure of beams. Definition of “Moment.” Formula for the maximum bending moment caused by a uniform load. The use of handbooks

Engineering for Architects ◽

10.7312/pond91006-002 ◽

1915 ◽

pp. 1-9

Keyword(s):

Bending Moment ◽

Uniform Load ◽

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CHAPTER XII. Wind Load Diagram – One end free. Tabulating of stresses. Cantilever Trusses

Engineering for Architects ◽

10.7312/pond91006-013 ◽

1915 ◽

pp. 96-104

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CHAPTER V. Columns. Formulas. Assumed section and safe stress per square inch. Dimensions. Moments of inertia. Radii of gyration. Actual safe working stress. Supporting value of section. Checks

Engineering for Architects ◽

10.7312/pond91006-006 ◽

1915 ◽

pp. 38-44

Keyword(s):

Moments Of Inertia ◽

Working Stress ◽

Safe Stress ◽

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CHAPTER IV. “Built up” Girders. Depth of girder. Thickness of web plate. Maximum bending moment. Area of flanges. Length of cover plates and bending moment diagram. Stiffeners

Engineering for Architects ◽

10.7312/pond91006-005 ◽

1915 ◽

pp. 27-37

Keyword(s):

Bending Moment ◽

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Preface

Engineering for Architects ◽

10.7312/pond91006-001 ◽

1915 ◽

pp. V-VI

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CHAPTER VIII. Steel Framing Plan. Record of calculations. “Filling-in” beams. Girders. Trial calculations

Engineering for Architects ◽

10.7312/pond91006-009 ◽

1915 ◽

pp. 62-70

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CHAPTER VI. Grillage beams. Failure by crushing. Assumed number of beams in lower layer. Calculated lengths. Size of concrete footing. Checks. Grillage for outside columns

Engineering for Architects ◽

10.7312/pond91006-007 ◽

1915 ◽

pp. 45-52

Keyword(s):

Lower Layer ◽

Concrete Footing

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