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    BAK1010 Jabori HHP: Project Code Project Title

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    yasirjuraba
    1. The document provides design details for an aqueduct trough including dimensions, material properties, and load calculations. 2. It describes the design of beams for the trough including reinforcement sizes and bending moment capacities. 3. It also describes the design of side walls and slab including reinforcement sizes and bending moment capacities.

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    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd

    BAK1010 Jabori HHP: Project Code Project Title

    Uploaded by

    yasirjuraba
    104 views16 pages
    1. The document provides design details for an aqueduct trough including dimensions, material properties, and load calculations. 2. It describes the design of beams for the trough including reinforcement sizes and bending moment capacities. 3. It also describes the design of side walls and slab including reinforcement sizes and bending moment capacities.

    Original Description:

    Aueduct Design

    Original Title

    Aueduct Design

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    © © All Rights Reserved

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    1. The document provides design details for an aqueduct trough including dimensions, material properties, and load calculations. 2. It describes the design of beams for the trough including reinforcement sizes and bending moment capacities. 3. It also describes the design of side walls and slab including reinforcement sizes and bending moment capacities.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    104 views16 pages

    BAK1010 Jabori HHP: Project Code Project Title

    Uploaded by

    yasirjuraba
    1. The document provides design details for an aqueduct trough including dimensions, material properties, and load calculations. 2. It describes the design of beams for the trough including reinforcement sizes and bending moment capacities. 3. It also describes the design of side walls and slab including reinforcement sizes and bending moment capacities.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    You are on page 1of 16

    Project Code Project Title Sheet No.

    BAK1010 JABORI HHP Designed

    Proj. Element: Aqueduct Checked

    Description: Trough Analysis & Design Date

    Design Code:
    Input Data:
    W1 W1

    H2
    H3

    H
    W2

    H1
    W

    Thickness of bottom slab H1 300

    Height of wall H2 2200

    Height of Water H3 2200

    Total Height H 2500

    Width of wall W1 300

    Width of slab W2 3000

    Total width W 3600

    Unit weight of concrete ϒc 23.6

    Unit weight of Water ϒw 9.81

    Concrete 28 days strength fc' 20.9

    Yield strength of steel fy 414

    Flexure reduction factor φ 0.9

    Shear reduction factor φ 0.75

    Span of Trough L 10.3

    Span of trough U/S of abutment/pier L1 3.15

    Clear cover CC 50
    Load calculations:
    Area of concrete Ac 2.40

    Area of Water Aw 6.60


    Weight of concrete Wc 56.64

    Weight of water Ww 64.75

    Factored Load Wu 171.56

    Applied Moment (Positive) M+ve 1423.96128


    Applied Moment (Negative) M-ve 851.159988
    Project Code Project Title Sheet No.
    BAK1010 JABORI HHP Designed
    Proj. Element: Aqueduct Checked
    Description: Trough Analysis & Design Date
    1. Design of beams

    Design for Positive Moment


    Assume Main Reinforcement f 19

    Stirrup bar f 12

    Nos. of main Bars No.s 10

    Effective Depth d 2428.5

    Area of Main Steel provided As 2835.29

    Assuming width for design b 600

    Minimum reinforcement Asmin 2700.00

    Depth of Compression (As*fy/0.85fc'b) a 110.12

    Bending moment capacity(φ*As*fy*(d-a/2)) MR 2507.4

    Design for Negative Moment


    Assume Main Reinforcement f 19
    Stirrup bar f 12
    Nos. of main Bars No.s 10
    Effective Depth d 2428.5
    Area of Main Steel provided As 2835.29
    Assuming width for design b 600
    Minimum reinforcement Asmin 2700.00
    Depth of Compression (As*fy/0.85fc'b) a 110.12
    Bending moment capacity(φ*As*fy*(d-a/2)) MR 2507.4

    2. Design of side walls


    Water Pressure acting on wall Pw 23.74
    Factored Pressure Pu 37.98
    Applied Moment due to water Ma 27.86
    Assume Main Reinforcement f 13
    Distribution bar f 13
    Spacing main Bars Sm 200
    Spacing distribution Bars Sd 200
    Effective Depth d 243.5
    Area of Main Steel provided As 663.66
    Area of Distribution Steel provided As' 663.66
    Minimum reinforcement Asmin 540.00
    Depth of Compression (As*fy/0.85fc'b) a 15.47
    Bending moment capacity(φ*As*fy*(d-a/2)) MR 58.3

    3. Design of slab
    Weight of concrete Ww 21.58
    Weight of water Wc 7.08
    Factored load Pu 43.03
    Applied Moment due to water Ma 53.4
    Assume Main Reinforcement f 13
    Distribution bar f 10
    Spacing main Bars Sm 150
    Spacing distribution Bars Sd 400
    Effective Depth d 243.5
    Area of Main Steel provided As 884.88
    Area of Distribution Steel provided As' 785.40
    Minimum reinforcement Asmin 540.00
    Depth of Compression (As*fy/0.85fc'b) a 20.62
    Bending moment capacity(φ*As*fy*(d-a/2)) MR 76.9
    01

    NK

    AUH

    31/12/14

    mm
    mm
    mm
    mm
    mm
    mm
    mm
    KN/m3
    KN/m3
    N/mm2
    N/mm2

    m
    m
    mm

    m2
    m2
    KN/m
    KN/m
    KN/m
    KN-m
    KN-m
    02
    NK
    AUH
    31/12/14

    mm
    mm

    mm
    mm2
    mm
    mm2
    mm
    KN-m
    OK

    mm
    mm

    mm
    mm2
    mm
    mm2
    mm
    KN-m
    OK

    KN/m
    KN/m
    KN-m
    mm
    mm
    mm
    mm
    mm
    mm2
    mm2
    mm2
    mm
    KN-m
    OK

    KN/m
    KN/m
    KN/m
    KN-m
    mm
    mm
    mm
    mm
    mm
    mm2
    mm2
    mm2
    mm
    KN-m
    OK
    METHOD-1
    Φ 35 degrees
    Kh 0.32
    Kv 0.54
    Ψ 34.8 degrees
    δ 23.5 degrees

    1
    0.82
    0.53
    1.07
    1.14
    KAE 2.02
    METHOD-1
    Φ 35 degrees
    Kh 0.3
    Kv 0
    θ 16.7 degrees
    δ 8.35 degrees
    i 0 degrees
    β 0 degrees
    0.9
    0.96
    1
    0.91
    0.51
    3.81
    KAE 3.96

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