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1 1 2 Dijagrami presečnih sila 0.4 0.5 0.6 0.6 0.5 0.4 0.4 L L 0 = 0.8 L 0.276 L L 0 = 0.447 L 0.2 L 0.476 L 0.276 L 0.2 L 0.476 L 0.5 L 0.6 L 0.1 0.1 0.08 0.025 L 0 = 0.8 L 0.4 L 0.4 L L = 6.0 m p M V pL) ( × pL 2 ) ( × pL) 0.4 L 0.4 L 0.08 A = 2 5 B = 11 10 D = 2 5 C = 11 10 L = 6.0 m L = 6.0 m

Dijagrami prese nih sila - University of Belgradeimksus.grf.bg.ac.rs/nastava/BETON-NOVI NASTAVNI PLAN_2014/BETONSKE... · Položaj neutralne linije (veliöina š,) se odreduje iz

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    2Dijagrami presečnih sila

    0.40.5

    0.6

    0.60.5

    0.4

    0.4 L

    L0 = 0.8 L

    0.276 L

    L0 = 0.447 L

    0.2 L0.476 L

    0.276 L 0.2 L0.476 L

    0.5 L 0.6 L

    0.1 0.1

    0.08

    0.025

    L0 = 0.8 L

    0.4 L 0.4 L

    L = 6.0 m

    p

    M

    V

    (× pL)

    (× pL2)

    (× pL)

    0.4 L0.4 L 0.08

    A = 25 B = 1110 D =

    25C =

    1110

    L = 6.0 m L = 6.0 m

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    PAROPROPUSNA FOLIJA 0.02cmTERMOIZOLACIJA 10cmPUNA OPEKA 25cmMALTER 1.5cm

    VAZDUH 2cm

    25102

    3

    KAMENE PLOCE 3cmh =

    50H

    sp -

    h

    15

    Hsp

    Detalj fasade

    14Opterećenje od fasadnih zidova

    PAROPROPUSNA FOLIJA 0.02cm

    TERMOIZOLACIJA 10cm

    PUNA OPEKA 25cm

    KAMENE PLOCE 3cm

    MALTER 1.5cm

    VAZDUH 2cm

    TERMOIZOLACIJA 10cm

    GITER BLOK 24cm

    MALTER+RABIC 3cm

    MALTER 1.5cm

    TERMOIZOLACIJA 10cm

    GITER BLOK 19cm

    MALTER+RABIC 3cm

    MALTER 1.5cm

    PUNA OPEKA 12cm

    SZ-1 SZ-2 SZ-3

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