Nothing Special   »   [go: up one dir, main page]
Scribd Logo
Upload

Welcome to Scribd!

  • 14 views

    Pillar Fix

    Uploaded by

    Kiky Ichanafi
    This document provides specifications for Pillar 1, which has dimensions of 200x200x/t1 mm. It calculates the required cross-sectional area (As req) as 63.53 cm^2. It then lists properties of the pillar such as its moments of inertia, radius of gyration, and load (PL). The calculations show that the pillar's load capacity (Pc) of 119.92 kN/m^2 meets the required load (PL) of 133.11 kN/m^2.

    Copyright:

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

    Pillar Fix

    Uploaded by

    Kiky Ichanafi
    14 views1 page
    This document provides specifications for Pillar 1, which has dimensions of 200x200x/t1 mm. It calculates the required cross-sectional area (As req) as 63.53 cm^2. It then lists properties of the pillar such as its moments of inertia, radius of gyration, and load (PL). The calculations show that the pillar's load capacity (Pc) of 119.92 kN/m^2 meets the required load (PL) of 133.11 kN/m^2.

    Original Description:

    pillar kapal calc

    Copyright

    © © All Rights Reserved

    Available Formats

    PDF, TXT or read online from Scribd

    Did you find this document useful?

    Is this content inappropriate?

    This document provides specifications for Pillar 1, which has dimensions of 200x200x/t1 mm. It calculates the required cross-sectional area (As req) as 63.53 cm^2. It then lists properties of the pillar such as its moments of inertia, radius of gyration, and load (PL). The calculations show that the pillar's load capacity (Pc) of 119.92 kN/m^2 meets the required load (PL) of 133.11 kN/m^2.

    Copyright:

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

    Pillar Fix

    Uploaded by

    Kiky Ichanafi
    This document provides specifications for Pillar 1, which has dimensions of 200x200x/t1 mm. It calculates the required cross-sectional area (As req) as 63.53 cm^2. It then lists properties of the pillar such as its moments of inertia, radius of gyration, and load (PL). The calculations show that the pillar's load capacity (Pc) of 119.92 kN/m^2 meets the required load (PL) of 133.11 kN/m^2.

    Copyright:

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

    Pillar

    (Section 10.C.1.1)

    As req = 10 * ( P * A ) / sp
    Pillar 1
    Profil HB
    200x200x/t1
    Area :
    Moments Inertia :
    X=

    Diag. Pillar
    Profil L
    150x150x10

    Unit
    2

    29.21 cm

    63.53

    627.00 cm
    4
    627.00 cm

    4720.00

    Y=
    Radius of Gyration :
    X=
    Y=

    1600.00
    8.62
    5.02

    4.63 cm
    4.63 cm

    As req =

    63.53

    29.21 cm

    A=
    a=
    b=
    sp =
    S=
    k=
    =
    np =

    5.5741824
    1.829
    3.048
    91.52
    2
    0.78
    0.79
    0.49

    ls =

    0.611

    ls =

    285

    345 cm

    is =

    5.02

    ReH =

    235

    4.63 cm
    2
    235 N/mm

    E=
    Sudut Miring (q ) =

    206000
    0

    PL =

    104.31

    P=
    PL Total =
    PL =

    5.5741824
    1.829
    3.048
    77.73
    2
    0.66
    0.97
    0.49

    m
    m
    m

    in general

    open section

    0.801 0.2

    2
    206000 N/mm
    0
    45
    2
    40.73 kN/m

    10.63

    ton/m2
    2
    ton/m

    2.94
    13.57

    Pc * ( 1 + av )
    2
    133.11 kN/m

    PL =
    v0 =
    F=
    m=
    av =

    7.30
    0.11
    1.00
    0.11

    Pc =

    119.92

    kN/m2

    12.22

    ton/m2

    7.30 Knot
    Lc =

    You might also like