tailieunhanh - STANDARD HANDBOOK OF ENGINEERING CALCULATIONS SECTION 1 CIVIL ENGINEERING

The human species' use of technology began with the conversion of natural resources into simple tools. The prehistorical discovery of the ability to control fire increased the available sources of food and the invention of the wheel helped humans in travelling in and controlling their environment. Recent technological developments, including the printing press, the telephone, and the Internet, have lessened physical barriers to communication and allowed humans to interact freely on a global scale. However, not all technology has been used for peaceful purposes; the development of weapons of ever-increasing destructive power has progressed throughout history, from clubs to nuclear. | McGraw-Hill STANDARD HANDBOOKS Standard Handbook of Engineering Calculations I o ư R T II E D IT I o N ---w r Y L E R G . HICKS Source STANDARD HANDBOOK OF ENGINEERING CALCULATIONS SECTION 1_ CIVIL ENGINEERING PART 1 STRUCTURAL STEEL DESIGN STEEL BEAMS AND PLATE GIRDERS Most Economic Section for a Beam with a Continuous Lateral Support under a Uniform Load Most Economic Section for a Beam with Intermittent Lateral Support under Uniform Load Design of a Beam with Reduced Allowable Stress Design of a Cover-Plated Beam Design of a Continuous Beam Shearing Stress in a Beam Exact Method Shearing Stress in a Beam Approximate Method Moment Capacity of a Welded Plate Girder Analysis of a Riveted Plate Girder Design of a Welded Plate Girder STEEL COLUMNS AND TENSION MEMBERS Capacity of a Built-Up Column Capacity of a Double-Angle Star Strut Section Selection for a Column with Two Effective Lengths Stress in Column with Partial Restraint against Rotation Lacing of Built-Up Column Selection of a Column with a Load at an Intermediate Level Design of an Axial Member for Fatigue Investigation of a Beam Column Application of Beam-Column Factors Net Section of a Tension Member Design of a Double-Angle Tension Member PLASTIC DESIGN OF STEEL STRUCTURES Allowable Load on Bar Supported by Rods Determination of Section Shape Factors Determination of Ultimate Load by the Static Method Determining the Ultimate Load by the Mechanism Method Analysis of a Fixed-End Beam under Concentrated Load Analysis of a Two-Span Beam with Concentrated Loads Selection of Sizes for a Continuous Beam Mechanism-Method Analysis of a Rectangular Portal Frame Analysis of a Rectangular Portal Frame by the Static Method Theorem of Composite Mechanisms Analysis of an Unsymmetric Rectangular Portal Frame Analysis of Gable Frame by Static .

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