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Tributary Area of Structural Members Steven Vukazich San Jose State University

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  • Tributary Area of Structural Members

    StevenVukazichSanJoseStateUniversity

  • A

    B

    C

    D

    1 2 3

    22’-0” 22’-0” 1’-6”1’-6”1’-6”

    18’-0”

    18’-0”

    18’-0”

    1’-6”

    6’-0” typ.W14x22

    W14x22

    W18x46

    W14x22

    W14x22

    W18x46

    W14x22

    W14x22

    W18x46

    W18x46W14x22

    W14x22

    DO

    DO

    DO

    DO

    DO

    DO

    DO

    DO

    W18

    x50

    W18

    x50

    W18

    x50

    W18

    x50

    W18

    x50

    W18

    x50

    W18

    x50

    Dbl

    6x6

    1-1/2” 18 gaugemetal deck typ.

    LoadPath

    MetalDeck

    Beams(e.g.W14x22)

    GirdersorTruss(e.g.W18x50)

    Columns

    Foundation

    Vertical (Gravity) Load Path

  • Loads carried to the beam from the metal deck are uniformly distributed over the beam

    Deck Carries Uniform Load to Beams

  • Loads carried to the larger beam (girder) from the smaller beams are concentrated at the point of the connection and applied as point loads

    Vertical (Gravity) Load Path

  • Framingatoverhangingdeckcarriesloadtogirderatedge

    Framing at Deck Overhang

  • 20 ft 16 ft

    16 ft

    10 ft

    B1 B3

    B2

    J1

    J2 C1

    Joists @ 16 o.c.

    ! B2B3

    Simpsonconnectors

    Plywoodsheathing

    16in 16in

    J2Joist

    Consider the Timber Framing System

  • Joists(closelyspacedbeams)

    SimpsonConnectors(joisthangers)

    beam

    Timbercolumn(post)

    Timber Framing

  • 20 ft 16 ft

    16 ft

    10 ft

    B1 B3

    B2

    J1

    J2 C1

    Joists @ 16” o.c.

    8” 8”

    Tributary Area of Joist J1

    16in1ft12in

    10ft = 13.3ft-

  • 20 ft 16 ft

    16 ft

    10 ft

    B1 B3

    B2

    C1 8 ft

    5 ft

    Tributary Area of Beam B1

    8ft + 5ft 20ft = 260ft-

  • 20 ft 16 ft

    16 ft

    10 ft

    B1 B3

    B2

    J1

    J2 C1

    Joists @ 16 o.c.

    !

    Tributary Area of Beam B3(Similar to Beam B1)

    8ft + 5ft 16ft = 208ft-

  • 20 ft 16 ft

    16 ft

    10 ft

    B1 B3

    B2

    J1

    J2 C1

    Joists @ 16 o.c.

    !

    Tributary Area of Beam B2(Point load from Beam B3)

    8ft + 5ft 8ft = 104ft-

  • 20 ft 16 ft

    16 ft

    10 ft

    B1 B3

    B2

    C1 8 ft

    5 ft

    10 8 ft

    Tributary Area of Column C1

    8ft + 5ft 10ft + 8ft = 234ft-

  • A

    B

    C

    D

    1 2 3

    22’-0” 22’-0”

    1’-6”1’-6”

    1’-6”

    18’-0”

    18’-0”

    18’-0”

    6’-0” typ.

    W14x22

    W14x22

    W18x46

    W18x46

    W18x46

    W18x46W14x22

    W14x22

    DO

    DO

    DO

    DO

    DO

    W18

    x50

    W18

    x50

    W18

    x50

    W18

    x50

    W18

    x50

    W18

    x50

    W14x22

    Uniformly distributedload (lab 4)

    Point load (lab 4)

    Tributary Areaof W18x50 Girder

    Tributary Areaof W14x22 beam

    DO

    DO

    Tributary Area of Members in CE 160 Lab Building

    6ft 22ft= 132ft-

    6ft + 6ft 11ft + 11ft= 264ft-