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    Preliminary Sizes

    Uploaded by

    PAOLO AGORILLA
    The document contains information about beams, walls, and slabs for a building design project. It lists 20 beams with varying lengths and support conditions. It also includes specifications for 14 walls including heights, widths, and load pressures. Finally, it provides details on 8 slabs with short and long spans, including minimum and assumed thicknesses and dead and live loads. The tables give the structural elements' dimensions and loading information needed for analysis and design of the building.

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

    Preliminary Sizes

    Uploaded by

    PAOLO AGORILLA
    12 views11 pages
    The document contains information about beams, walls, and slabs for a building design project. It lists 20 beams with varying lengths and support conditions. It also includes specifications for 14 walls including heights, widths, and load pressures. Finally, it provides details on 8 slabs with short and long spans, including minimum and assumed thicknesses and dead and live loads. The tables give the structural elements' dimensions and loading information needed for analysis and design of the building.

    Original Description:

    Computing for Preliminary Sizes of members in Excel

    Original Title

    PRELIMINARY SIZES

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    © © All Rights Reserved

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    The document contains information about beams, walls, and slabs for a building design project. It lists 20 beams with varying lengths and support conditions. It also includes specifications for 14 walls including heights, widths, and load pressures. Finally, it provides details on 8 slabs with short and long spans, including minimum and assumed thicknesses and dead and live loads. The tables give the structural elements' dimensions and loading information needed for analysis and design of the building.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    12 views11 pages

    Preliminary Sizes

    Uploaded by

    PAOLO AGORILLA
    The document contains information about beams, walls, and slabs for a building design project. It lists 20 beams with varying lengths and support conditions. It also includes specifications for 14 walls including heights, widths, and load pressures. Finally, it provides details on 8 slabs with short and long spans, including minimum and assumed thicknesses and dead and live loads. The tables give the structural elements' dimensions and loading information needed for analysis and design of the building.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 11

    BEAMS SUPPORT CONDITION LENGTH, l mm Minimum b, mm USE, b mm

    G-1 One end continuous 9600 259.459459459459 300


    G-2 One end continuous 9600 259.459459459459 300
    G-3 One end continuous 9700 262.162162162162 300
    G-4 Both end continuous 5000 119.047619047619 200
    G-5 One end continuous 9700 262.162162162162 300
    G-6 Both end continuous 5000 119.047619047619 200
    G-7 Both end continuous 10400 247.619047619048 250
    G-8 Both end continuous 10400 247.619047619048 250
    G-9 One end continuous 9700 262.162162162162 300
    G-10 Both end continuous 5000 119.047619047619 200
    G-11 Both end continuous 8100 192.857142857143 200
    G-12 Both end continuous 8100 192.857142857143 200
    G-13 Both end continuous 8100 192.857142857143 200
    G-14 One end continuous 9700 262.162162162162 300
    G-15 Both end continuous 5000 119.047619047619 200
    G-16 Both end continuous 8300 197.619047619048 200
    G-17 Both end continuous 8000 190.476190476191 200
    G-18 Both end continuous 8300 197.619047619048 200
    G-19 Both end continuous 8000 190.476190476191 200
    G-20 One end continuous 8100 218.918918918919 250
    G-21 One end continuous 8100 218.918918918919 250
    B-1 Simply supported 9600 300 300
    B-2 Simply supported 10400 325 350
    B-3 Simply supported 8100 253.125 300
    B-4 Simply supported 9600 300 300
    B-5 Simply supported 10400 325 350
    B-6 Simply supported 8100 253.125 300
    B-7 Simply supported 8100 253.125 300
    B-8 Simply supported 8100 253.125 300
    B-9 Simply supported 9600 300 300
    B-10 Simply supported 10400 325 350
    B-11 Simply supported 8100 253.125 300
    B-12 Simply supported 9600 300 300
    B-13 Simply supported 10400 325 350
    B-14 Simply supported 8100 253.125 300
    TOTAL HEIGHT (1st
    USE WALL LOAD, kPa TOTAL HEIGHT (1st
    EXTERIOR WALL 4.62(2*0.24)
    INTERIOR WALL 3.56+ (2*0.24) TOTAL WIDTH (1st-
    EXTERIOR WALL GLASS 1.39 TOTAL WIDTH (1st-

    Minimum h, mm h, mm USE h, mm Self Weight, kPa Wall laod, kPa Height (m)
    518.918918918919 519 550 3.96 1.39 22
    518.918918918919 519 550 3.96 4.04 22
    524.324324324324 525 550 3.96 1.39 22
    238.095238095238 239 300 1.44 1.39 22
    524.324324324324 525 550 3.96 4.04 22
    238.095238095238 239 300 1.44 4.04 22
    495.238095238095 496 500 3 1.39 22
    495.238095238095 496 500 3 1.39 22
    524.324324324324 525 550 3.96 4.04 22
    238.095238095238 239 300 1.44 4.04 22
    385.714285714286 386 400 1.92 4.04 22
    385.714285714286 386 400 1.92 4.04 12
    385.714285714286 386 400 1.92 1.39 12
    524.324324324324 525 550 3.96 4.04 12
    238.095238095238 239 300 1.44 1.39 12
    395.238095238095 396 400 1.92 4.04 12
    380.952380952381 381 400 1.92
    395.238095238095 396 400 1.92
    380.952380952381 381 400 1.92
    437.837837837838 438 450 2.7
    437.837837837838 438 450 2.7
    600 600 600 4.32 4.04
    650 650 650 5.46 4.04
    506.25 507 550 3.96 4.04
    600 600 600 4.32 4.04
    650 650 650 5.46 4.04
    506.25 507 550 3.96 4.04
    506.25 507 550 3.96 4.04
    506.25 507 550 3.96 4.04
    600 600 600 4.32 4.04
    650 650 650 5.46 4.04
    506.25 507 550 3.96 4.04
    600 600 550 3.96 4.04
    650 650 650 5.46 4.04
    506.25 507 550 3.96 4.04
    TOTAL HEIGHT (1st-5th) 22 meters Apannel (1st-5th) L 57 meters
    TOTAL HEIGHT (1st-3rd) 12 meters W 25 meters

    TOTAL WIDTH (1st-5th) 25 meters


    TOTAL WIDTH (1st-3rd) 32 meters

    Width (m) Wall Weight, kN Pressure Wall (kPa)


    25 764.5 7.72222222222222
    25 2222
    25 764.5
    25 764.5
    25 2222
    25 2222
    25 764.5
    25 764.5
    25 2222
    25 2222
    25 2222
    32 1551.36
    32 533.76
    32 1551.36
    32 533.76
    32 1551.36
    SLABS SUPPORT CONDITION Ls (short span), mm Ll (long span), mm
    S-1 ONE END CONTINUOUS 9600 9700
    S-2 BOTH END CONTINUOUS 5000 9600
    S-3 BOTH END CONTINUOUS 5000 10400
    S-4 ONE END CONTINUOUS 9700 10400
    S-5 ONE END CONTINUOUS 8100 9700
    S-6 BOTH END CONTINUOUS 5000 8100
    S-7 ONE END CONTINUOUS 8100 8300
    S-8 ONE END CONTINUOUS 8000 8100
    ONE-WAY SLAB TWO-WAY SLAB
    β = Long / Short β>2 Minimum h, mm Say h, mm Minimum h, mm
    1.0104166666667 TWO-WAY SLAB 404.166666666667 - 214.444444444444
    1.92 TWO-WAY SLAB 342.857142857143 - 162.222222222222
    2.08 ONE-WAY SLAB 295.020408163265 300 171.111111111111
    1.0721649484536 TWO-WAY SLAB 433.333333333333 - 223.333333333333
    1.1975308641975 TWO-WAY SLAB 404.166666666667 - 197.777777777778
    1.62 TWO-WAY SLAB 289.285714285714 - 145.555555555556
    1.0246913580247 TWO-WAY SLAB 345.833333333333 - 182.222222222222
    1.0125 TWO-WAY SLAB 337.5 - 178.888888888889
    TWO-WAY SLAB Slab Weight
    Say h, mm kPa
    215 5.16
    165 3.96
    - 7.2
    225 5.4
    200 4.8
    150 3.6
    185 4.44
    180 4.32
    DL LL
    Slab Weight (kPa) Ocuupancy (kPa)
    S-1 5.16 3.8 1st to 5th floor
    S-2 3.96 3.8 1st to 5th floor
    S-3 7.2 2.9 1st to 5th floor
    S-4 5.4 2.9 1st to 5th floor
    S-5 4.8 1.9 1st to 5th floor
    S-6 3.6 1.9 1st to 5th floor
    S-7 4.44 3.8 1st to 2nd floor
    S-8 4.32 3.8 1st to 2nd floor
    TOTAL LOADS 168.12 101.2
    kPa

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