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    Inco-Engg. Calculation Sheet: Prepared By: Date

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    Rama Prasad
    This document provides a column analysis and design for column C1 that is 2.2 meters in length. The loading on the column includes dead and live loads of 0 and 0 kN/m respectively. The column meets the requirements for a compact section according to AISC ASD and has a moment capacity and shear capacity that exceed the allowable limits. Combined stress checks also indicate the design is acceptable.

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    Attribution Non-Commercial (BY-NC)
    Download as XLS, PDF, TXT or read online from Scribd

    Inco-Engg. Calculation Sheet: Prepared By: Date

    Uploaded by

    Rama Prasad
    48 views1 page
    This document provides a column analysis and design for column C1 that is 2.2 meters in length. The loading on the column includes dead and live loads of 0 and 0 kN/m respectively. The column meets the requirements for a compact section according to AISC ASD and has a moment capacity and shear capacity that exceed the allowable limits. Combined stress checks also indicate the design is acceptable.

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    C1

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    This document provides a column analysis and design for column C1 that is 2.2 meters in length. The loading on the column includes dead and live loads of 0 and 0 kN/m respectively. The column meets the requirements for a compact section according to AISC ASD and has a moment capacity and shear capacity that exceed the allowable limits. Combined stress checks also indicate the design is acceptable.

    Copyright:

    Attribution Non-Commercial (BY-NC)
    Download as XLS, PDF, TXT or read online from Scribd
    Download as xls, pdf, or txt
    48 views1 page

    Inco-Engg. Calculation Sheet: Prepared By: Date

    Uploaded by

    Rama Prasad
    This document provides a column analysis and design for column C1 that is 2.2 meters in length. The loading on the column includes dead and live loads of 0 and 0 kN/m respectively. The column meets the requirements for a compact section according to AISC ASD and has a moment capacity and shear capacity that exceed the allowable limits. Combined stress checks also indicate the design is acceptable.

    Copyright:

    Attribution Non-Commercial (BY-NC)
    Download as XLS, PDF, TXT or read online from Scribd
    Download as xls, pdf, or txt
    You are on page 1of 1

    Prepared by: Date: Job no.

    : Sheet:

    MAY.99 INCO-ENGG. Cont'd:


    Verified by: Date: CALCULATION SHEET Revision Notes:

    MAY.99
    Project: AL-GHANIM OFFICES
    Subject: Description:
    COLUMN COLUMN Analysis & Design
    REF CALCULATION OUTPUT
    Beam Reference: C1
    Length of Beam , L= 2.2 m
    Unrestrained Length, Lb = 2200 mm

    Loading Data Load Diagram


    Dead,Wd 0.00 Kn/m P
    Live,Wl 0.00 Kn/m a b
    Pd 0.00 Kn w
    Pl 0.00 Kn
    L 2.20 m
    a 0.00 m Ra L(m) Rb
    b 0.00 m

    Analysis Results HEA 300


    Ra 0.00 Kn 88.3 kg/m
    Rb 0.00 Kn Section Properties
    M max. 0.00 Kn.m. Depth,D 290 mm
    Deflect. 0.00 mm Breadth,B 300 mm
    Flange,Tf 14 mm
    AISC ASD REQUIREMENTS Web,Tw 8.5 mm
    Section Classification Zx 1260 cm3
    Requirements Limits Ix 18260 cm4
    d/tw = 34.12 106.73 Zy 421 cm3
    lb = 2200 3670.18 Area 112.5 cm2
    lb = 2200 8048.79 Fy 248 N/mm2
    bf/2tf = 10.71 15.84 rx 12.7 cm
    bf/2tf = 10.71 10.84 ry 7.49 cm
    Compact Section

    Moment Capacity
    Allowable Stress , Fb= 0.66 Fy = 163.68 N/mm2
    Actual Stress , fb= M/Z = 0.00 N/mm2
    fb/Fb= 0.00 < 1 O.K.
    Shear Capacity
    Allowable Stress , Fv= 0.4 Fy = 99.2 N/mm2
    Actual Stress , fv= V / ( D * Tw ) = 0.00 N/mm2 O.K.

    Combined Stresses
    Biaxial Bending Axial Tens.&Bend. Axial Comp.&Bend.
    BM y(KNm) 0.00 T(Kn) 0.00 C(Kn) 120.00
    Fb y(Mpa) 186.00 Ft (Mpa) 148.80 f a (Mpa) 10.67
    fb y(Mpa) 0.00 f t (Mpa) 0.00 KL/r 29.37
    fby/Fby 0.00 ft/Ft 0.00 Cc 126.23
    fbx/Fbx+ 0.00 ft/Ft+ 0.00 Fa (Mpa) 0.00
    fby/Fby <1 OK fb/Fb <1 OK f a/ Fa -281627790
    f a/ Fa + ###
    fb/Fb <1 OK

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