→000014TEXT("Non-weakened bearing capacity");
N↓pl,Rd← →000010= A*f↓y←/γ↓M0← @REF(→006313"(1.2.3)");
→000020TEXT("Bearing capacity of weakened cross section");
N↓u,Rd← →000005= 0.9*A↓net←*f↓u←/γ↓M2← @REF(→006314"(4.5)");
N↓t,Rd← →000046= MIN(N↓pl,Rd←, N↓u,Rd←) @REF(→006315"(5.6.7.8)");
→006312TEXT("Unity check");
s →000048= N↓Ed←/N↓t,Rd← @REF(→006316"(3.3.3)");
IF(s < 1) {
→006310TEXT("< 1");
→000051TEXT("=> Is SUFFICIENT");
} ELSE {
→006311TEXT("> 1");
→000052TEXT("=> Is INSUFFICIENT!");
}
http://designforms.net
Calculation
Layout 0
Layout 1
Layout 2
Layout 3
Layout 4
Layout 5
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"Non-weakened bearing capacity"
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"Bearing capacity of weakened cross section"
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"< 1"
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"=> Is SUFFICIENT"
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"> 1"
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"=> Is INSUFFICIENT!"
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"Check"
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"Unity check"