→000157TEXT("Collapsible blocks sample");
→000132BLOCK("Input values:") {
→000148TEXT("");
→000130TEXT("Axial force"); →000129TEXT("N↓Ed← = " & VAL(N↓Ed←/1000, 2) & " kN");
→000147TEXT("Bending moment (y)"); →000127TEXT("M↓y,Ed← = " & VAL(M↓y,Ed←/1000, 2) & " kNm");
→000077TEXT("Bending moment (z)"); →000076TEXT("M↓z,Ed← = " & VAL(M↓z,Ed←/1000, 2) & " kNm");
→000136TEXT("Buckling length (y)"); →000135TEXT("L↓y← = " & L↓y← & " m");
→000134TEXT("Buckling length (z)"); →000146TEXT("L↓z← = " & L↓z← & " m");
}
→000154TEXT("Some text");
→000155TEXT("Some text");
→000156TEXT("Some text");
→000120BLOCK("Cross section parameters:") {
→000031IMG(SectionImage);
→000029TEXT("h = " & VAL(1000*h, 0));
→000030TEXT("b = " & VAL(1000*b, 0));
→000149TEXT("G = " & G & " kg/m");
→000048TEXT("Cross section area");
→000032TEXT("A = " & A & " m↑2←");
→000049TEXT("Moment of inertia - y axis");
→000035TEXT("I↓y← = " & I↓y← & " m↑4←");
→000050TEXT("Radius of gyration - y axis");
→000036TEXT("i↓y← = " & VAL(1000*i↓y←, 2) & " mm");
→000051TEXT("Imperfection factor - y axis");
→000039TEXT("α↓y← = " & α↓y←);
→000052TEXT("Moment of inertia - z axis");
→000037TEXT("I↓z← = " & I↓z← & " m↑4←");
→000053TEXT("Radius of gyration - z axis");
→000038TEXT("i↓z← = " & VAL(1000*i↓z←, 2) & " mm");
→000054TEXT("Imperfection factor - z axis");
→000040TEXT("α↓z← = " & α↓z←);
}
→000153TEXT("End of sample");
Check N+My+Mz
Posouzení N+My+Mz
Axial force
Působící normálová síla
Bending moment (y)
Působící ohybový moment (y)
Bending moment (z)
Působící ohybový moment (z)
Buckling length (y)
Vzpěrná délka k ose y
Buckling length (z)
Vzpěrná délka k ose z
"Reduction factor - y axis"
Součinitel vzpěrné křivky k ose y
"Reduction factor - z axis"
Součinitel vzpěrné křivky k ose z
Full
Plný
Standard
Standard
Brief
Stručný
Layout 4
Layout 4
Layout 5
Layout 5
Layout 6
Layout 6
http://design-forms.scia-online.com/forms/cz/Ocel_Posouzeni_N_My_Mz.htm
http://design-forms.scia-online.com/forms/cz/Ocel_Posouzeni_N_My_Mz.htm
""
""
"Axial force"
"Axial force"
"N↓Ed← = " & VAL(N↓Ed←/1000, 2) & " kN"
"N↓Ed← = " & VAL(N↓Ed←/1000, 2) & " kN"
"Bending moment (y)"
"Bending moment (y)"
"M↓y,Ed← = " & VAL(M↓y,Ed←/1000, 2) & " kNm"
"M↓y,Ed← = " & VAL(M↓y,Ed←/1000, 2) & " kNm"
"Bending moment (z)"
"Bending moment (z)"
"M↓z,Ed← = " & VAL(M↓z,Ed←/1000, 2) & " kNm"
"M↓z,Ed← = " & VAL(M↓z,Ed←/1000, 2) & " kNm"
"Buckling length (y)"
"Buckling length (y)"
"L↓y← = " & L↓y← & " m"
"L↓y← = " & L↓y← & " m"
"Buckling length (z)"
"Buckling length (z)"
"L↓z← = " & L↓z← & " m"
"L↓z← = " & L↓z← & " m"
"h = " & VAL(1000*h, 0)
"h = " & VAL(1000*h, 0)
"b = " & VAL(1000*b, 0)
"b = " & VAL(1000*b, 0)
"G = " & G & " kg/m"
"G = " & G & " kg/m"
"Cross section area"
"Cross section area"
"A = " & A & " m↑2←"
"A = " & A & " m↑2←"
"Moment of inertia - y axis"
"Moment of inertia - y axis"
"I↓y← = " & I↓y← & " m↑4←"
"I↓y← = " & I↓y← & " m↑4←"
"Radius of gyration - y axis"
"Radius of gyration - y axis"
"i↓y← = " & VAL(1000*i↓y←, 2) & " mm"
"i↓y← = " & VAL(1000*i↓y←, 2) & " mm"
"Imperfection factor - y axis"
"Imperfection factor - y axis"
"α↓y← = " & α↓y←
"α↓y← = " & α↓y←
"Moment of inertia - z axis"
"Moment of inertia - z axis"
"I↓z← = " & I↓z← & " m↑4←"
"I↓z← = " & I↓z← & " m↑4←"
"Radius of gyration - z axis"
"Radius of gyration - z axis"
"i↓z← = " & VAL(1000*i↓z←, 2) & " mm"
"i↓z← = " & VAL(1000*i↓z←, 2) & " mm"
"Imperfection factor - z axis"
"Imperfection factor - z axis"
"α↓z← = " & α↓z←
"α↓z← = " & α↓z←
"End of sample"
"End of sample"
"Some text"
"Some text"
"Some text"
"Some text"
"Some text"
"Some text"
"Collapsible blocks sample"
"Collapsible blocks sample"