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    Poli Terpadu: Rectangular Column Calculations Equally Spaced Reinf. On Perimeter

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    ronitang2024

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    Poli Terpadu: Rectangular Column Calculations Equally Spaced Reinf. On Perimeter

    Uploaded by

    ronitang2024
    2 views1 page

    Original Title

    04 k1

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    2 views1 page

    Poli Terpadu: Rectangular Column Calculations Equally Spaced Reinf. On Perimeter

    Uploaded by

    ronitang2024

    Copyright:

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

    Rectangular Column Calculations Issue : Review

    Equally Spaced Reinf. on Perimeter Date : K1


    Revised by :
    Project : POLI TERPADU Checked by :

    Service Loads Ultimate Loads


    Dead Live Wind E Load Case 1
    Pu (kN) Pu (kN) 4800.8
    Mu (kN.m) Mu (kN.m) 260.42
    Case 1: Envelope
    Reinforcement Concrete
    fy (MPa) 400 fc' (MPa) 30 Spiral Column
    Es (MPa) 200000 ecu 0.003 Tied Column
    Tied Column
    Side 2
    Do not consider
    Considerdisplaced
    displacedConc.
    Conc.
    Reinforcement Details Consider displaced Conc.
    Location No. #

    b (mm)

    Edge 1
    Edge 2
    Edge 1 6 25 Column Dimensions Mu
    Edge 2 6 25 b (mm) 700
    Side 1 & Side 2 5 25 h (mm) 700

    Cover (mm) 50 Side 1


    r = As/(b*h) 0.02204
    h (mm)
    Detailed Calculations

    c Mn Pn f f Mn f Pn
    - 0.0 12289.7 0.75 0 9217 SAFE SECTION
    812 110.2 12289.7 0.75 82.67 9217
    786 243.6 12289.7 0.75 182.7 9217
    Interaction Diagram (fMn, fPn)
    759 373.0 12289.7 0.75 279.8 9217
    733 488.5 12289.7 0.75 366.3 9217 10000
    706 599.4 12132.7 0.75 449.5 9100 9000
    680 697.6 11687.4 0.75 523.2 8766
    653 790.6 11220.7 0.75 593 8416 8000
    627 871.7 10766.7 0.75 653.8 8075
    7000
    600 947.2 10289.8 0.75 710.4 7717
    574 1011.3 9824.51 0.75 758.5 7368 6000
    fPn (kN)

    547 1069.3 9334.23 0.75 802 7001


    521 1116.9 8854.21 0.75 837.7 6641 5000
    494 1157.8 8346.2 0.75 868.3 6260 4000
    467 1189.5 7823.44 0.75 892.1 5868
    441 1210.5 7298.82 0.75 907.9 5474 3000
    414 1224.0 6736.72 0.75 918 5053
    2000
    388 1229.1 6175.38 0.75 921.8 4632
    361 1226.6 5567.02 0.75 919.9 4175 1000
    335 1216.8 4950.91 0.75 912.6 3713
    308 1189.1 4325.69 0.75 891.9 3244
    0
    282 1147.9 3718.14 0.75 860.9 2789
    0 200 400 600 800 1000
    255 1090.7 3089.36 0.75 818 2317 fMn (kN.m)
    229 1019.5 2494.90 0.75 764.6 1871
    202 932.3 1861.96 0.75 699.2 1396
    176 834.0 1289.78 0.77 640.9 991.1
    149 716.3 653.01 0.83 596.9 544.2
    122 593.5 104.82 0.89 527.8 93.22
    96 452.3 -496.71 0.90 407.1 -447
    69 335.7 -916.6 0.90 302.1 -824.9
    43 216.4 -1311.1 0.90 194.8 -1180

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