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Mechanics of Materials - Texas A&M University

1 S2009abnMechanics of Materials 1 Lecture 4 Elements of Architectural StructuresARCH 614 ELEMENTS OF ARCHITECTURAL STRUCTURES:FORM, BEHAVIOR, AND DESIGN ARCH NICHOLSSPRING 2014fourmechanicsof Mechanics of Materials 7 Lecture 14 Elements of Architectural StructuresARCH 614S2004abnMechanics of Materials Mechanics Materials Mechanics of Materials 8 Lecture 14 Elements of Architectural StructuresARCH 614S2004abnMechanics of Materials external loads and theireffect on deformable bodies use it to answer question if structure meets requirements of stability and equilibrium strength and stiffness other principle building requirements economy, functionality and aesthetics Mechanics of Materials 9 Lecture 14 Elements of Architectural StructuresARCH 614S2004abnKnowledge Required material properties member cross sections ability of a material to resist breaking structural elements that resist excessive deflection deformation 2 Mechanics of Materials 10 Lecture 14 Elements of Architectural StructuresARCH 614S2004abnProblem :equilibrium of external forces, internal forces, :cross section properties, deformations and conditions of geometric fit, PROPERTIES:stress-strain relationshipfor each material obtained from testing Mechanics of Materials

1 Mechanics of Materials 1 S2009abn Lecture 4 Elements of Architectural Structures ARCH 614 E LEMENTS OF A RCHITECTURAL S TRUCTURES: F ORM, B EHAVIOR, AND D ESIGN ARCH 614 D R. A NNE N ICHOLS S PRING 2014 four mechanics of materials lecture www.carttalk.com

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Mechanics of Materials - Texas A&M University

faculty-legacy.arch.tamu.edu

Mechanics of Materials MECHANICS MATERIALS Mechanics of Materials 3 Lecture 5 Foundations Structures ARCH 331 F2008abn Mechanics of Materials external loads and their effect on deformable bodies use it to answer question if structure meets requirements of ± stability and equilibrium

  Material, Mechanics, Mechanics of materials, Mechanics of materials mechanics materials mechanics of materials

Beam Bending Stresses and Shear Stress

faculty-legacy.arch.tamu.edu

Pure Bending in Beams With bending moments along the axis of the member only, a beam is said to be in pure bending. Normal stresses due to bending can be found for homogeneous materials having a plane of symmetry in the y axis that follow Hooke’s law. Maximum Moment and Stress Distribution

  Moment, Beam, Bending, Beam bending

Structural Load Requirements International …

faculty-legacy.arch.tamu.edu

ARCH 331 Note Set 13.2 Su2012abn 1 Structural Load Requirements International Building Code (2012)

  International, Code, Requirements, Building, 2012, Structural, Load, Structural load requirements international, Structural load requirements international building code

Reinforced Concrete Design - Texas A&M University

faculty-legacy.arch.tamu.edu

ARCH 331 Note Set 22.1 Su2014abn 5 Reinforced Concrete Beam Members Strength Design for Beams Sstrength design method is similar to LRFD. There is a nominal strength that is reduced by a factor which must exceed the factored design stress.

  Concrete, Reinforced, Reinforced concrete

Reinforced Concrete Design - Texas A&M University

faculty-legacy.arch.tamu.edu

ARCH 631 Note Set 10.1 F2013abn 3 Reinforced concrete is a composite material, and the average density is considered to be 150 lb/ft3. It has the properties that it will creep (deformation with long term load) and shrink (a result of

  Concrete, Reinforced, Reinforced concrete

Masonry Design - Texas A&M University

faculty-legacy.arch.tamu.edu

ARCH 331 Note Set 28.1 Su2014abn 2 Reinforced Masonry Design Structural design standards for reinforced masonry are established by the Masonry Standards Joint Committee consisting of ACI, ASCE and The Masonry Society (TMS), and presents allowable stress design as well as limit state (strength) design.

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Steel– AISC Load and Resistance Factor Design

faculty-legacy.arch.tamu.edu

The nominal flexural strength Mn is the lowest value obtained according to the limit states of 1. yielding 2. lateral-torsional buckling 3. flange local buckling 4. web local buckling For a laterally braced compact section (one for which the plastic moment can be reached before local buckling) only the limit state of yielding is applicable.

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Connection and Tension Member Design

faculty-legacy.arch.tamu.edu

Connections Connections must be able to transfer any axial force, shear, or moment from member to member or from beam to column. Steel construction accomplishes this with bolt and welds. Wood construction uses nails, bolts, shear plates, and split-ring connectors. Single Shear - forces cause only one shear “drop” across the bolt.

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List of Symbol Definitions

faculty-legacy.arch.tamu.edu

ENDS 231 Symbols F2007abn 2 d depth, often cross-sectional (in, mm, m); perpendicular distance from a force to a point in a moment calculation (in, mm, m) dx difference in the x direction between an area centroid ( x) and the centroid of the composite shape (xˆ ) (in, mm) dy difference in the y direction between an area centroid ( y) and the centroid of the composite

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Beam Bending Stresses and Shear Stress

faculty-legacy.arch.tamu.edu

Beam Bending Stresses and Shear Stress Notation: A = name for area A web = area of the web of a wide flange section b = width of a rectangle = total width of material at a horizontal section c = largest distance from the neutral axis to the top or bottom edge of a beam d = calculus symbol for differentiation = depth of a wide flange section d y

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M. Vable C6.1 Mechanics of Materials: Chapter 6 Due to the action of the external moment M and force P, the ext rigid plate shown below was observed to rotate by 20 from the vertical

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Mechanics of Materials - Texas A&M University

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Mechanics of Materials MECHANICS MATERIALS Mechanics of Materials 3 Lecture 5 Foundations Structures ARCH 331 F2008abn Mechanics of Materials external loads and their effect on deformable bodies use it to answer question if structure meets requirements of ± stability and equilibrium

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Mechanics of Materials - faculty.arch.tamu.edu

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Mechanics of Materials MECHANICS MATERIALS Mechanics of Materials 3 Lecture 5 Foundations Structures ARCH 331 F2008abn Mechanics of Materials external loads and their effect on deformable bodies use it to answer question if structure meets requirements of ± stability and equilibrium

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mechanics of materials - Texas A&M University

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