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    Foundation Loads 18Th NBML: Span 1 Span 2 Span 3 DL

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    ShaileshRastogi
    This document summarizes the foundation loads for a 3-span bridge. It provides the dead loads and live loads for each span and bent, including the self-weight of each beam, haunch, rail, slab, asphalt, and parapet wall. It also lists the number of piles at each bent, the pile loads, and the resulting dead and live load demands on each bent. The total dead and live load demands range from 140.4 to 1,226.8 kips among the bents.

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    Foundation Loads 18Th NBML: Span 1 Span 2 Span 3 DL

    Uploaded by

    ShaileshRastogi
    67 views1 page
    This document summarizes the foundation loads for a 3-span bridge. It provides the dead loads and live loads for each span and bent, including the self-weight of each beam, haunch, rail, slab, asphalt, and parapet wall. It also lists the number of piles at each bent, the pile loads, and the resulting dead and live load demands on each bent. The total dead and live load demands range from 140.4 to 1,226.8 kips among the bents.

    Original Description:

    Foundationloads SB

    Original Title

    Foundationloads NB

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    This document summarizes the foundation loads for a 3-span bridge. It provides the dead loads and live loads for each span and bent, including the self-weight of each beam, haunch, rail, slab, asphalt, and parapet wall. It also lists the number of piles at each bent, the pile loads, and the resulting dead and live load demands on each bent. The total dead and live load demands range from 140.4 to 1,226.8 kips among the bents.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    67 views1 page

    Foundation Loads 18Th NBML: Span 1 Span 2 Span 3 DL

    Uploaded by

    ShaileshRastogi
    This document summarizes the foundation loads for a 3-span bridge. It provides the dead loads and live loads for each span and bent, including the self-weight of each beam, haunch, rail, slab, asphalt, and parapet wall. It also lists the number of piles at each bent, the pile loads, and the resulting dead and live load demands on each bent. The total dead and live load demands range from 140.4 to 1,226.8 kips among the bents.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 1

    FOUNDATION LOADS By : P GOMEZ

    18TH NBML 08/24/09

    SPAN 1 SPAN 2 SPAN 3


    DL : Span : 120 - 125 - 135 ft
    No. of beams = 8 7 8
    Slab width = 108.4739 123.7774 ft HL-93 LOADING

    beam type : U54 U54 U54


    haunch : 1.25 1.25 1.25 in 157
    rail (total) : 533 533 533 lb/ft 376
    slab : 8 in 8 8
    ASPHALT : 2 in 81.9583 ft wide 81.9583
    parapet wall : 0 in x 0 in
    Weight per beam (lb/ft)
    SPAN 1 SPAN 2 SPAN 3
    beam : 1168.0 1168.0 1168.0
    haunch : 3.4 3.4 3.4
    rail (total) : 66.6 76.1 66.6
    slab : 1355.9 1768.2 1547.2
    ASPHALT : 239.04504 273.1943 239.045
    parapet wall : 0.0 0.0 0.0
    Hence, each beam = 2833.0 3289.0 3024.3 lb/ft
    ABUT 1 BENT 2 BENT 3 ABUT 4
    Total on bent: 1359.8 2798.8 3072.1 1633.1 kip

    Cap DL weight: 242.6 0.0 0.0 243.6 kip

    Pile weight: 0.0 0 kip

    No. of Piles 10 3 3 10

    Pile Loads = 160.2 932.9 1024.0 187.7 kip

    Pile DL = 0.0 0.0 0.0 0.0 kip

    Total D.S. Loads


    due to DL = 94.7 932.9 1024.0 114.7 kip

    LL :
    Sidewalk: 0.0 0.0 0.0 0.0 kip
    lane load. (k/lane): 38.4 78.4 83.2 43.2
    truck load. (k/lane): 66.4 67.5 67.6 67.0
    No. of lanes = 5 5 5 5
    Mult.Pres.factor m 0.65 0.65 0.65 0.65
    Total LL = 456.8 592.2 608.3 475.5 kip

    Total D.S. Loads


    due to LL = 45.7 197.4 202.8 47.6 kip

    Total D.S. Loads


    dut to DL + LL = 140.4 1130.3 1226.8 162.3 kip
    70 565 613 81 ton

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