Beton Plat - Hitung Simple

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    ipe A2-A R IV skema III)

    eban ma 669 kg/m2 t plat 120 mm

    ban hidu 100 kg/m2 selimut bet 20 mm

    Wu 9.628 kN/m2 tul 10 mm

    ly 5 m As tul 78.539816

    lx 4 m min 0.0025

    ly/lx 1.25

    koe!sien "u (k#m) s used (mm2

    Mlx 43.75 6.74 746.81 0.00353 335.35 335.35

    Mly 26 4.005 554.33 0.002612 222.02 300

    Mtx 87.25 -13.441 1489.31 0.007132 677.54 677.54

    Mty 74.75 -11.515 1593.77 0.00765 650.25 650.25

    Mtix 3.37 373.41 0.001754 166.63 300

    Mtiy 2.003 277.23 0.0013 110.5 300

    l$ %emba 135.508 0% As max

    s 579.595421 !2"

    s used 240 -------' # 10 - 240

    Tipe A R IV skema III)

    eban ma 385.8 kg/m2 t plat 120 mm

    ban hidu 400 kg/m2 selimut bet 20 mm

    Wu 11.0296 kN/m2 tul 10 mm

    ly 5 m As tul 78.539816 mm2

    lx 4 m min 0.0025

    ly/lx 1.25

    koe!sien "u (k#m) used (m

    Mlx 43.75 7.721 855.51 0.00453 430.35 430.35

    Mly 26 4.588 635.02 0.00335 284.75 300Mtx 87.25 -15.397 1706.04 0.0092 874 874

    Mty 74.75 -13.191 1825.74 0.0099 841.5 841.5

    Mtix 3.861 427.81 0.00225 213.75 300

    Mtiy 2.294 317.51 0.0017 144.5 300

    l$ %emba 174.8 0% As max

    s 449.31245 !2"

    s used 240 -------' # 10 - 240

    mm2

    "ubd2 As (mm2)

    mm2

    "ubd2 As (mm2)

    mm2

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    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ teo*itis tul$ used

    # 10 - 234.2 # 10 - 200 200

    # 10 - 261.8 # 10 - 250 250

    # 10 - 115.9 # 10 - 100 100

    # 10 - 120.8 # 10 - 100 100

    # 10 - 261.8 # 10 - 250 250# 10 - 261.8 # 10 - 250 250

    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ teo*itis tul$ used

    # 10 - 182.5 # 10 - 175 175

    # 10 - 261.8 # 10 - 250 250# 10 - 89.9 # 10 - 75 75

    # 10 - 93.3 # 10 - 75 75

    # 10 - 261.8 # 10 - 250 250

    # 10 - 261.8 # 10 - 250 250

    mm2

    mm2

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    e +2- skema VII+)

    an m385.8 kg/m2 t plat 120 mm $x

    an hi 250 kg/m2 selimut bet 20 mm $y

    Wu 8.63 kN/m2 tul 10 mm

    ly 5 m As tul 78.54 mm2

    lx 4 m min 0.0025 As mi

    ly/lx 1.25

    koe!sie u (k#m sed (m tul$ teo*itis tul$ used

    Mlx 39 5.385 596.68 0.003142 298.49 300 # 10 - 261.8 # 10 - 250

    Mly 20.5 2.831 391.83 0.0021 178.5 300 # 10 - 261.8 # 10 - 250

    Mtx 71.5 -9.872 1093.85 0.00582 552.9 552.9 # 10 - 142.1 # 10 - 125

    Mty 55 -7.594 1051.07 0.0056 476 476 # 10 - 165 # 10 - 150

    Mtiy 1.416 195.99 0.001 85 300 # 10 - 261.8 # 10 - 250

    %em 111 0% As max

    s 710 !2"

    used 240 -------' 10 - 240

    ipe + skema VII+)

    an m 419 kg/m2 t plat 120 mm $x

    an hi 100 kg/m2 selimut bet 20 mm $y

    Wu 6.628 kN/m2 tul 10 mm

    ly 5 m As tul 78.54 mm2

    lx 4 m min 0.0025 As mi

    ly/lx 1.25

    koe!si u (k# sed (m tul$ teo*itis tul$ used

    Mlx 39 4.136 458.28 0.00403 382.85 382.85 # 10 - 205.1 # 10 - 200

    Mly 20.5 2.174 300.9 0.00263 223.55 300 # 10 - 261.8 # 10 - 250

    Mtx 71.5 -7.582 840.11 0.0075 712.5 712.5 # 10 - 110.2 # 10 - 100

    Mty 55 -5.833 807.34 0.0072 612 612 # 10 - 128.3 # 10 - 100Mtiy 1.087 150.45 0.00131 111.35 300 # 10 - 261.8 # 10 - 250

    %em 142.5 0% As max

    s 551 !2"

    used 240 -------' 10 - 240

    "ubd2 s (mm2

    mm2

    "ubd2 s (mm

    mm2

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    0.095 m

    0.085 m

    300

    250

    250

    125

    150

    250

    0.095 m

    0.085 m

    300

    200

    250

    100

    100250

    mm2

    mm2

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    ipe C2-C3 IV skema II)

    eban mat 669 kg/m2 t plat 120 mm

    eban hidu 100 kg/m2 selimut bet 20 mm

    Wu 9.628 kN/m2 tul 10 mm

    ly 5 m As tul 78.539816 mm2

    lx 4 m min 0.0025

    ly/lx 1.25

    koe!sien "u (k#m) As used (mm2) tul$ teo*itis

    Mlx 36 5.546 614.52 0.0029 275.5 300 # 10 - 261.8

    Mly 21 3.235 447.75 0.00211 179.35 300 # 10 - 261.8

    Mtx 65.25 -10.052 1113.8 0.0053 503.5 503.5 # 10 - 156

    Mty 54.25 -8.357 1156.68 0.00551 468.35 468.35 # 10 - 167.7

    l$ %emba 100.7 % As max

    s 779.94 !2"

    s used 240 -------' 10 - 240

    Tipe C IV skema II)

    eban mat 385.8 kg/m2 t plat 120 mm

    eban hidu 400 kg/m2 selimut bet 20 mm

    Wu 11.03 kN/m2 tul 10 mm

    ly 5 m As tul 78.539816 mm2

    lx 4 m min 0.0025

    ly/lx 1.25

    koe!sie u (k#m) s used (mm tul$ teo*itis

    Mlx 36 6.353 703.93 0.00372 353.4 353.4 # 10 - 222.2

    Mly 21 3.706 512.94 0.0027 229.5 300 # 10 - 261.8

    Mtx 65.25 -11.515 1275.9 0.00681 646.95 646.95 # 10 - 121.4

    Mty 54.25 -9.574 1325.12 0.0071 603.5 603.5 # 10 - 130.1

    l$ %emba 129.39 % As max

    s 607 !2"

    s used 240 -------' 10 - 240

    "ubd2 As (mm2)

    mm2

    "ubd2 As (mm2)

    mm2

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    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ used

    # 10 - 250 250

    # 10 - 250 250

    # 10 - 150 150

    # 10 - 150 150

    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ used

    # 10 - 200 200

    # 10 - 250 250

    # 10 - 100 100

    # 10 - 100 100

    mm2

    mm2

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    ipe ,2-, IV skema VII+)

    eban ma 419 kg/m2 t plat 120 mm

    ban hidu 100 kg/m2 selimut bet 20 mm

    Wu 6.628 kN/m2 tul 10 mm

    ly 4.47 m As tul 78.5398 mm2

    lx 3 m min 0.0025

    ly/lx 1.49

    koe!sien "u (k#m) used (mm tul$ teo*itis

    Mlx 47.5 2.833 313.91 0.00215 204.25 300 # 10 - 261.8

    Mly 18.5 1.104 152.8 0.00104 88.4 300 # 10 - 261.8

    Mtx 78 -4.653 515.57 0.00354 336.3 336.3 # 10 - 233.5

    Mty 54.5 -3.251 449.97 0.0031 263.5 300 # 10 - 261.8

    Mtiy 0.552 76.4 0.00052 44.2 300 # 10 - 261.8

    l$ %emba 67.26 0% As max

    s 1167.705 !2"

    s used 240 -------' # 10 - 240

    Tipe , IV skema VII+)

    eban ma 385.8 kg/m2 t plat 120 mm

    ban hidu 400 kg/m2 selimut bet 20 mm

    Wu 11.0296 kN/m2 tul 10 mm

    ly 4.47 m As tul 78.5398 mm2

    lx 3 m min 0.0025

    ly/lx 1.49

    1.5

    koe!sien"u (k#m) sed (m tul$ teo*itis

    Mlx 47.5 4.715 522.44 0.00275 261.25 300 # 10 - 261.8

    Mly 18.5 1.836 254.12 0.00133 113.05 300 # 10 - 261.8

    Mtx 78 -7.743 857.95 0.004541 431.395 431.395 # 10 - 182.1

    Mty 54.5 -5.41 748.79 0.00396 336.6 336.6 # 10 - 233.3Mtiy 0.918 127.06 0.00066 56.1 300 # 10 - 261.8

    l$ %emba 86.279 0% As max

    s 910.3005 !2"

    s used 240 -------' # 10 - 240

    "ubd2 As (mm2)

    mm2

    "ubd2 s (mm2)

    mm2

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    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ used

    # 10 - 250 250

    # 10 - 250 250

    # 10 - 200 200

    # 10 - 250 250

    # 10 - 250 250

    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ used

    # 10 - 250 250

    # 10 - 250 250

    # 10 - 150 150

    # 10 - 200 200# 10 - 250 250

    mm2

    mm2

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    pe 2- R IV skema II)

    ban m 419 kg/m2 t plat 120 mm

    an hid 100 kg/m2 selimut beto 20 mm

    Wu 6.628 kN/m2 tul 10 mm

    ly 5 m As tul 78.539816 mm2

    lx 3 m min 0.0025

    ly/lx 1.6666667

    1.7

    koe!sien "u (k#m) As used (mm2)

    Mlx 51 3.042 337.06 0.00231 219.45 300

    Mly 15 0.895 123.88 0.00084 71.4 300

    Mtx 79.5 -4.742 525.43 0.00361 342.95 342.95

    Mty 54 -3.221 445.81 0.0031 263.5 300

    $ %emb 68.59 0% As max

    s 1145.0622 !2"

    s used 240 -------' # 10 - 240

    ipe R IV skema II)

    ban m 385.8 kg/m2 t plat 120 mm

    an hid 400 kg/m2 selimut beto 20 mm

    Wu 11.0296 kN/m2 tul 10 mm

    ly 5 m As tul 78.539816 mm2

    lx 3 m min 0.0025

    ly/lx 1.6666667

    1.7

    koe!sien "u (k#m) s used (mm2)

    Mlx 51 5.063 561 0.003 285 300

    Mly 15 1.489 206.09 0.0011 93.5 300

    Mtx 79.5 -7.892 874.46 0.00463 439.85 439.85

    Mty 54 -5.36 741.87 0.00392 333.2 333.2

    $ %emb 87.97 0% As max

    s 892.80228 !2"

    s used 240 -------' # 10 - 240

    "ubd2 As (mm2)

    mm2

    "ubd2 As (mm2)

    mm2

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    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ teo*itis tul$ used

    # 10 - 261.8 # 10 - 250 250

    # 10 - 261.8 # 10 - 250 250

    # 10 - 229 # 10 - 200 200

    # 10 - 261.8 # 10 - 250 250

    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ teo*itis tul$ used

    # 10 - 261.8 # 10 - 250 250

    # 10 - 261.8 # 10 - 250 250

    # 10 - 178.6 # 10 - 150 150

    # 10 - 235.7 # 10 - 200 200

    mm2

    mm2

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    ipe .2-.3R IV skema VIA)

    eban mat 669 kg/m2 t plat 120 mm

    eban hidu 100 kg/m2 selimut bet 20 mm

    Wu 9.628 kN/m2 tul 10 mm

    ly 5 m As tul 78.53982 mm2

    lx 4 m min 0.0025

    ly/lx 1.25

    koe!sien "u (k#m) s used (mm2

    Mlx 38.75 5.969 661.39 0.0031 294.5 300

    Mly 26 4.005 554.33 0.00261 221.85 300

    Mtx 76 -11.708 1297.29 0.0062 589 589

    Mty 70.25 -10.822 1497.85 0.0072 612 612

    Mtix 2.9845 330.69 0.0016 152 300

    l$ %emba 122.4 0% As max

    s 641.6651662 !2"

    s used 240 -------' # 10 - 240

    Tipe . R IV skema VIA)

    eban mat 385.8 kg/m2 t plat 120 mm

    eban hidu 400 kg/m2 selimut bet 20 mm

    Wu 11.0296 kN/m2 tul 10 mm

    ly 5 m As tul 78.53982 mm2

    lx 4 m min 0.0025

    ly/lx 1.25

    koe!sien u (k#m used (mm

    Mlx 38.75 6.838 757.67 0.004 380 380

    Mly 26 4.588 635.02 0.00335 284.75 300

    Mtx 76 -13.412 1486.09 0.008 760 760

    Mty 70.25 -12.397 1715.85 0.00924 785.4 785.4Mtix 3.419 378.84 0.002 190 300

    l$ %emba 157.08 0% As max

    s 499.9988308 !2"

    s used 240 -------' # 10 - 240

    "ubd2 As (mm2)

    mm2

    "ubd2 As (mm2)

    mm2

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    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ teo*itis tul$ used

    # 10 - 261.8 # 10 - 250 250

    # 10 - 261.8 # 10 - 250 250

    # 10 - 133.3 # 10 - 100 100

    # 10 - 128.3 # 10 - 100 100

    # 10 - 261.8 # 10 - 250 250

    $x 0.095 m

    $y 0.085 m

    As mi 300

    tul$ teo*itis tul$ used

    # 10 - 206.7 # 10 - 200 200

    # 10 - 261.8 # 10 - 250 250

    # 10 - 103.3 # 10 - 100 100

    # 10 - 100 # 10 - 100 100# 10 - 261.8 # 10 - 250 250

    mm2

    mm2

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    Tipe PerhitunganJarak Sengkang

    Mlx Mly Mtx Mty

    A2 A2 10-200 10-250 10-100 10-100

    B2, D2, F2 B2 10-250 10-250 10-100 10-100

    C2, E2 C2 10-250 10-250 10-150 10-150

    A4 A4 10-175 10-250 10-75 10-75

    B4, D4, F4 B4 10-200 10-250 10-100 10-100

    C4, E4 C4 10-200 10-250 10-100 10-100

    TipePelaksanaan

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    Mtix/Mtiy

    10-250

    10-250

    -

    10-250

    10-250

    -