The plate thickness needed to withstand external pressure may be calculated according to Dipl.Ing E. Amstutz 3. theory, as published in Schweizerische Bauzeitung July 1969 or Water Power November 1970. The safety factor against buckling shall at least be 1.25 at the inlet section, otherwise at least 1.1, using the external pressures given in the specifications. Traducción al español The plate thickness needed to withstand external pressure may be calculated according to Dipl.Ing E. Amstutz 3. theory, as published in Schweizerische Bauzeitung July 1969 or Water Power November 1970. The safety factor against buckling shall at least be 1.25 at the inlet section, otherwise at least 1.1, using the external pressures given in the specifications. definición

Significado de The plate thickness needed to withstand external pressure may be calculated according to Dipl.Ing E. Amstutz 3. theory, as published in Schweizerische Bauzeitung July 1969 or Water Power November 1970. The safety factor against buckling shall at least be 1.25 at the inlet section, otherwise at least 1.1, using the external pressures given in the specifications. en español, que significa la palabra The plate thickness needed to withstand external pressure may be calculated according to Dipl.Ing E. Amstutz 3. theory, as published in Schweizerische Bauzeitung July 1969 or Water Power November 1970. The safety factor against buckling shall at least be 1.25 at the inlet section, otherwise at least 1.1, using the external pressures given in the specifications. en ingles, cual es el significado de The plate thickness needed to withstand external pressure may be calculated according to Dipl.Ing E. Amstutz 3. theory, as published in Schweizerische Bauzeitung July 1969 or Water Power November 1970. The safety factor against buckling shall at least be 1.25 at the inlet section, otherwise at least 1.1, using the external pressures given in the specifications..



The plate thickness needed to withstand external pressure may be calculated according to Dipl.Ing E. Amstutz 3. theory, as published in Schweizerische Bauzeitung July 1969 or Water Power November 1970. The safety factor against buckling shall at least be 1.25 at the inlet section, otherwise at least 1.1, using the external pressures given in the specifications. Español