Grundläggning och förankring av temporär monteringshall

Bilaga 5, Bärighetsberäkningar 4(6)
Resultat bärighet
Lera
Långsida Laster [kN] Stålfot [kN] OK / Ej OK E.plåt [kN]* OK / ej OK D. plåt [kN]** OK / ej OK
A1, A6, H1, H6 1128 247 Ej OK 360 Ej OK 563 Ej OK
B1, B6, G1, G6 797 247 Ej OK 360 Ej OK 563 Ej OK
C1, C6, F1, F6 720 247 Ej OK 360 Ej OK 563 Ej OK
D1, D6, E1, E6 467 247 Ej OK 360 Ej OK 563 OK
Kortsida
A1, A6, H1, H6 1128 247 Ej OK 360 Ej OK 563 Ej OK
A2, A5, H2, H5 400 247 Ej OK 360 Ej OK 563 OK
A3, A4, H3, H4 305 247 Ej OK 360 OK 563 OK
Silt
Långsida Laster [kN] Stålfot [kN] OK / Ej OK E.plåt [kN]*] OK / ej OK D. plåt [kN]** OK / ej OK
A1, A6, H1, H6 1128 161 Ej OK 294 Ej OK 785 Ej OK
B1, B6, G1, G6 797 161 Ej OK 294 Ej OK 785 Ej OK
C1, C6, F1, F6 720 161 Ej OK 294 Ej OK 785 OK
D1, D6, E1, E6 467 161 Ej OK 294 Ej OK 785 OK
Kortsida
A1, A6, H1, H6 1128 161 Ej OK 294 Ej OK 785 Ej OK
A2, A5, H2, H5 400 161 Ej OK 294 Ej OK 785 OK
A3, A4, H3, H4 305 161 Ej OK 294 Ej OK 785 OK
Grusig Sand
Långsida Laster [kN] Stålfot [kN] OK / Ej OK E.plåt [kN]* OK / ej OK D. plåt [kN]** OK / ej OK
A1, A6, H1, H6 1128 466 Ej OK 865 Ej OK 2306 OK
B1, B6, G1, G6 797 466 Ej OK 865 OK 2306 OK
C1, C6, F1, F6 720 466 Ej OK 865 OK 2306 OK
D1, D6, E1, E6 467 466 Ej OK 865 OK 2306 OK
Kortsida
A1, A6, H1, H6 1128 466 Ej OK 865 Ej OK 2306 OK
A2, A5, H2, H5 400 466 OK 865 OK 2306 OK
A3, A4, H3, H4 305 466 OK 865 OK 2306 OK
*E. plåt = enkel plåt
**D. plåt = dubbel plåt