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    Tengs Chart

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    V KARTHIK
    The document contains calculations for maximum pressure (Pmax) in four cases of uplift on a structure with given dimensions. In Case 1 with no uplift, Pmax is calculated as 43.4 t/m^2. In Case 2 with one corner uplift, Pmax is 57.1 t/m^2, reduced by 16% from Case 1. Case 3 calculates Pmax as 44.01 t/m^2 with two corners uplifted. Case 4 finds Pmax as 48.74 t/m^2 for three corners uplifted.

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    Tengs Chart

    Uploaded by

    V KARTHIK
    247 views4 pages
    The document contains calculations for maximum pressure (Pmax) in four cases of uplift on a structure with given dimensions. In Case 1 with no uplift, Pmax is calculated as 43.4 t/m^2. In Case 2 with one corner uplift, Pmax is 57.1 t/m^2, reduced by 16% from Case 1. Case 3 calculates Pmax as 44.01 t/m^2 with two corners uplifted. Case 4 finds Pmax as 48.74 t/m^2 for three corners uplifted.

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    Teng's chart

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    The document contains calculations for maximum pressure (Pmax) in four cases of uplift on a structure with given dimensions. In Case 1 with no uplift, Pmax is calculated as 43.4 t/m^2. In Case 2 with one corner uplift, Pmax is 57.1 t/m^2, reduced by 16% from Case 1. Case 3 calculates Pmax as 44.01 t/m^2 with two corners uplifted. Case 4 finds Pmax as 48.74 t/m^2 for three corners uplifted.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    247 views4 pages

    Tengs Chart

    Uploaded by

    V KARTHIK
    The document contains calculations for maximum pressure (Pmax) in four cases of uplift on a structure with given dimensions. In Case 1 with no uplift, Pmax is calculated as 43.4 t/m^2. In Case 2 with one corner uplift, Pmax is 57.1 t/m^2, reduced by 16% from Case 1. Case 3 calculates Pmax as 44.01 t/m^2 with two corners uplifted. Case 4 finds Pmax as 48.74 t/m^2 for three corners uplifted.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 4

    V 3897 t

    ML 1564 tm eL 0.4013343598 m ZL
    MT 6532 tm eT 1.6761611496 m ZT

    L 24.1 m L/6 4.0 m NO UPLIFT


    B 8.5 m B/6 1.4 m UPLIFT
    A 204.85 m2

    CASE-1 : NO UPLIFT

    Pmax. = Q (1 + 6 eL + 6 eT
    B xL L B

    = 3897 (1 + 6 0.4013343598 + 6 2
    9 x 24.1 24.1 8.5

    = 43.4 t/m2

    CASE-2 : ONE CORNER UPLIFT

    Pmax. = K xQ K 3
    B xL x 0.4 xL 9.64
    y 0.8 yB 6.8
    = 3 x 3897 A red. 172.074
    9 x 24.1 % red. 16.0

    = 57.1 t/m2

    CASE-3 : TWO CORNER UPLIFT

    Pmax. = 6 x Q D
    L x M x (1 + R+ R)
    2
    A
    R
    = 6 x 3897 M
    24.10 x 8.09 x ( 1.00 + 0.90 + 0.82 )

    = 44.01 t/m2

    CASE-4 : THREE CORNER UPLIFT


    G
    Pmax. = 3 xQ H
    8GxH

    = 48.74 t/m2
    822.8 m3 4 39.6 43.4 1
    290.2 m 3
    3 -5.4 -1.6 2

    eL / L 0.017
    eT / B 0.197

    11.65 m
    2.57 m
    0.90
    8.09

    11.65 m
    2.57 m
    P16 P17 P18
    FRL 708.712 708.675 708.637
    W/C 0.065
    D/S 0.295
    C/S 5.000 0.056 2.500
    LHS G1 G1 deck
    G1 708.852 708.309 708.027 0,708.852
    G2 708.702 708.311 708.102 30,708.309
    G3 708.552 708.312 708.177 60,708.027
    G4 708.402 708.314 708.252
    G5 708.302 708.296 708.296
    G6 708.152 708.239 708.352
    G7 708.002 708.182 708.408
    G8 707.852 708.125 708.464
    RHS
    3475.106 3383.447 4149.981

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