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    Fifth EditionReinforced Concrete Design

    A. J. Clark School of Engineering Department of Civil and Environmental Engineering

    Introduction

    b

    STEEL.com

    ENCE 355 - Introduction to Structural DesignDepartment of Civil and Environmental Engineering

    University of Maryland, College Park

    Structural Design and Analysis, and Code Specifications

    FALL 2002

    By

    Dr . Ibrahim. Assakkaf

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 1ENCE 355 Assakkaf

    Structural Design

    Structural design can be defined as a Structural design can be defined as a mixture of art and Science, combining mixture of art and Science, combining the engineers feeling for the behavior the engineers feeling for the behavior of a structure with a sound knowledge of a structure with a sound knowledge of the principles of of the principles of staticsstatics, dynamics, , dynamics, mechanics of materials, and structural mechanics of materials, and structural analysis, to produce a safe economical analysis, to produce a safe economical structure that will serve its intended structure that will serve its intended purpose.purpose. (Salmon and Johnson 1990)

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    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 2ENCE 355 Assakkaf

    Engineering SystemsEngineering structural systems are of variety that they defy any attempt to enumerate them.The many problems which arise in their design have prompted engineers to specialize in the design of particular structure or groups of related structures.A complete design requires the coordinated efforts of several branches of engineering.

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 3ENCE 355 Assakkaf

    Engineering Systems

    Civil Engineering Structures Among the structures that are design by

    civil engineers are Buildings Bridges Transmission Towers Dams Highway Pavements Aircraft Landing Runways (strips) Retaining Walls

  • 3

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 4ENCE 355 Assakkaf

    Engineering Systems

    Eiffel TowerEiffel Tower

    Paris Paris 18991899

    984 ft. high984 ft. high

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 5ENCE 355 Assakkaf

    Engineering Systems

    Sears TowerSears TowerChicago Chicago -- 197419741450 ft.high1450 ft.high

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    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 6ENCE 355 Assakkaf

    RHINE BRIDGE, COLOGNERHINE BRIDGE, COLOGNE--RODENKIRCHEN, (1946RODENKIRCHEN, (1946--47), SPAN 94.547), SPAN 94.5--378378--94.5 m94.5 m

    Engineering Systems

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 7ENCE 355 Assakkaf

    Engineering Systems

  • 5

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 8ENCE 355 Assakkaf

    Hoover DamHoover Dam

    ArizonaArizona--Nevada BorderNevada BorderNear Las VegasNear Las Vegas

    Engineering Systems

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 9ENCE 355 Assakkaf

    Transmission TowersTransmission Towers

    Engineering Systems

  • 6

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 10ENCE 355 Assakkaf

    Engineering Systems

    Highway & AircraftHighway & AircraftLanding StripLanding Strip

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 11ENCE 355 Assakkaf

    Engineering Systems

    Retaining WallsRetaining Walls

  • 7

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 12ENCE 355 Assakkaf

    Engineering Systems

    The design of the previous groups of structures require the coordination of various disciplines in engineering, and is too large for convenient study as a unit.In this course, we will focus on the design of the individual structural elements or members that make up the whole structural system.

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 13ENCE 355 Assakkaf

    Engineering Systems

    Such members or elements include the following: Beams Columns Trusses Shear Structural Elements Steel Rods Connection Elements

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    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 14ENCE 355 Assakkaf

    Engineering Systems

    Structural Elements Bending Structures

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 15ENCE 355 Assakkaf

    Engineering Systems

    Structural Elements Compression Structures

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    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 16ENCE 355 Assakkaf

    Engineering Systems

    Structural Elements Trusses

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 17ENCE 355 Assakkaf

    Engineering Systems

    Structural Elements Tension Structures

  • 10

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 18ENCE 355 Assakkaf

    Engineering Systems

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 19ENCE 355 Assakkaf

    Engineering Systems

    Structural Elements Shear Structures

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    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 20ENCE 355 Assakkaf

    Analysis Versus Design

    Structural Analysis: Structural Analysis is the prediction of the

    performance of a given structure under prescribed loads and/or other effects, such as support movements and temperature change.

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 21ENCE 355 Assakkaf

    Analysis Versus Design

    Structural Design: Structural design is the art of utilizing

    principles of statics, dynamics, and mechanics of materials to determine the size and arrangement of structural elements under prescribed loads and/or other effects.

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    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 22ENCE 355 Assakkaf

    Analysis Versus Design

    Design Procedure Design procedure consists of two parts:

    Functional Design Structural Framework Design

    Functional design ensures that intended results are achieved such as adequate working area, elevators, stairways, etc.

    Structural framework design is the selection of the arrangement and sizes of structural elements so that service loads may be carried.

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 23ENCE 355 Assakkaf

    Analysis Versus Design

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    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 24ENCE 355 Assakkaf

    Analysis Versus Design

    Example 1: Analysis Determine the maximum flexural stress

    produced by a resisting moment Mr of +5000 ftlb if the beam has the cross section shown in the figure.

    6

    6

    2

    2

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 25ENCE 355 Assakkaf

    Analysis Versus Design

    Example 1: Analysis (contd)First, we need to locate the neutral axis from the bottom edge:

    ( )( ) ( )( )

    x

    r

    C

    IyM

    yyy

    y

    max

    maxcomten

    Stress Max.

    5326 3

    32472

    62626232621

    =

    ==+==

    ==+

    ++=

    5

    6

    3 C

    2

  • 14

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 26ENCE 355 Assakkaf

    Analysis Versus Design

    Example 1: Analysis (contd)Find the moment of inertia Ix with respect to the x axis using parallel axis-theorem:

    ( ) ( )( ) ( ) ( )( )4

    23

    23

    in 1364836484

    13621262226

    1226

    =+++=

    +++=xI

    ( ) ksi 21.2136

    512)(5(com) Stress Max. ==

    5

    6

    3 C

    2

    2

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 27ENCE 355 Assakkaf

    Analysis Versus Design

    Example 1: Analysis (contd) An alternative way for finding the moment

    of inertia Ix with respect to the x axis is as follows:

    5

    6

    3 C

    ( ) ( ) ( ) 1363122

    352

    336 333

    =

    +=xI

    2

    2

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    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 28ENCE 355 Assakkaf

    Analysis Versus Design

    Example 2: DesignA pair of channels fastened back-to-back will be used as a beam to resist a bending moment Mr of 60 kN m. If the maximum flexural stress must not exceed 120 MPa, select the most economical channel section listed in Appendix B of the textbook.

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 29ENCE 355 Assakkaf

    Analysis Versus Design

    Example 2: Design (contd)

    2

    2

    hence channels, twohave weHowever, ,

    MSS

    MSM

    ==

    =

    ( )3336

    6

    3

    mm10250m10250101202

    1060==

    = S

    channel 30C254Select :ledesign tab a From

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    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 30ENCE 355 Assakkaf

    Example 2(contd)

    Select

    INTRODUCTION b. Structural Design & Analysis, & Code Specifications Slide No. 31ENCE 355 Assakkaf

    Loads

    The objective