Ulma MK Structure, Руководство пользователя

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Construcción Construcción Construcción Construcción
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MK MK MK MK STRUCTURE STRUCTURE STRUCTURE STRUCTURE
For the second case:
BRACE LENGTH BRACE LENGTH BRACE LENGTH BRACE LENGTH DISTRIBUTED LOAD (SLS) R DISTRIBUTED LOAD (SLS) R DISTRIBUTED LOAD (SLS) R DISTRIBUTED LOAD (SLS) R COMPRESSION (SLS) COMPRESSION (SLS) COMPRESSION (SLS) COMPRESSION (SLS)
0.75 m 0.75 m 0.75 m 0.75 m ---- kN/m kN/m kN/m kN/m 10 kN 10 kN 10 kN 10 kN
1 m 1 m 1 m 1 m 17 kN/m 17 kN/m 17 kN/m 17 kN/m 10 kN 10 kN 10 kN 10 kN
1.5 m
1.5 m 1.5 m
1.5 m 5.8 kN/m
5.8 kN/m 5.8 kN/m
5.8 kN/m 10 kN
10 kN 10 kN
10 kN
2 m 2 m 2 m 2 m 2.6 kN/m 2.6 kN/m 2.6 kN/m 2.6 kN/m 10 kN 10 kN 10 kN 10 kN
2.5 m ** 2.5 m ** 2.5 m ** 2.5 m ** 1.1 kN/m 1.1 kN/m 1.1 kN/m 1.1 kN/m 10 kN 10 kN 10 kN 10 kN
3 m **
3 m ** 3 m **
3 m ** 1.9 kN/m
1.9 kN/m 1.9 kN/m
1.9 kN/m 10 kN
10 kN 10 kN
10 kN
** Due to the permissible load distribution, it is advisable not to install platforms on the horizontal braces of
2.5 m and 3 m. In any case, these braces require a previous verification.
5.1.9. BEAM VM20
Technical properties of the Beam VM20:
M M M M
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= 5 = 5 = 5 = 5 (kNm) (kNm) (kNm) (kNm) Maximum permissible bending moment
Q Q Q Q
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= 11 = 11 = 11 = 11 (kN) (kN) (kN) (kN) Maximum permissible shear force
EI = 450 EI = 450 EI = 450 EI = 450 (kN m (kN m (kN m (kN m 2 22 2 ) Stiffness (EI)
5.1.10. PLYWOOD BOARDS (SHUTTERING FACE)
Regarding the high variety of different board types on the market, a separate document collects all mechanical
properties of formwork boards. For more information, please refer to that document.
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