calculation m i of sections
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MITRANSCRIPT
PrefaceProperties of Sections1L Type SectionClick Here2I Type SectionClick Here3I Type CombinedClick Here
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L TypeInertia Moment & Sectional Area Calculation14-Jan-061ProjectABC PROJECT2ClientABC COMPANY3Item No.4Service5Remark6byT.HirosawaClick Printer Icon for Printing.7H(mm) =1008W1(mm) =1009t2e1Back to Menu10H--------11t2(mm) =2012e2t3(mm) =20t3W113Ring Description14Sectional AreaA(mm2)=3.600E+03=36.00(cm)15Inertia MomentI(mm4)=3.142E+06=314.22(cm4)16Section ModulusZ(mm3)=4.636E+04=46.36(cm)17e1(mm)=67.778=6.778(cm)18e2(mm)=32.222=3.222(cm)19Sp.Gr. of Section=7.8520Unit Weight(kg/mm)=0.0283=28.26(kg/m)DetailsA=W1 x H - (W1 - t2)x(H - t3)t2 H + (W1 - t2) t3e2=2[t2 H + (W1 - t2)t3]e1=H - e2W1 e2 - (W1 - t2)x(e2 - t3) + t2 e1I=3Z=whichever the smaller of I/e1 or I/e2Back to MenuInertia Moment Calculation in (cm)H =10.00H1 =0.00W1 =10.00H2 =10.00W2 =2.00H3 =2.00t1 =0.00t2 =2.00Area =36(cm2)t3 =2.00e2 =3.222(cm)B1 =0.00e1 =6.778(cm)B2 =2.00B3 =8.00H4 =1.222B4 =2.00H5 =6.778B5 =10.00IZ =314.2222222222(cm4)e max =6.7777777778Z =46.3606557377(cm3)
&CImomentMaterial Sp.gr.
Carbon steel 7.85
Stainless Steel TP304 7.93Stainless Steel TP316 7.98Stainless Steel TP317 7.98Stainless Steel TP321 7.93Stainless Steel TP347 7.98Stainless Steel TP405 7.75For L TypeFor L Type
I TypeInertia Moment & Sectional Area Calculation14-Jan-061ProjectARAMCO BGP PROJECT2ClientSAUDI ARAMCO3Item No.474-C-5024ServiceBEAM UNDER TRAY #205RemarkORIGINAL6byK.INABAClick Printer Icon for Printing7H(mm) =2808t1W1(mm) =1209e1W2(mm) =120t2Back to Menu10H--------t1(mm) =2011t2(mm) =2012e2t3(mm) =20t3Notes(1) L Type => W2=t2 & t1=0(2) T Type => W1=t2 & t3=013Ring Description14Sectional AreaA(mm2)=1.0E+13=96.00(cm)15Inertia MomentI(mm4)=1.04E+08=10432.0(cm4)16Section ModulusZ(mm3)=7.45E+05=745.14(cm)17e1(mm)=140.000=14.000(cm)18e2(mm)=140.000=14.000(cm)19Sp.Gr. of Section=7.8520Unit Weight(kg/mm)=0.0754=75.36(kg/m)Back to MenuInertia Moment Calculation in (cm)H =28.00H1 =2.00W1 =12.00H2 =28.00W2 =12.00H3 =2.00t1 =2.00t2 =2.00Area =96(cm2)t3 =2.00e2 =14.000(cm)B1 =10.00e1 =14.000(cm)B2 =2.00B3 =10.00H4 =12.000B4 =12.00H5 =12.000B5 =12.00IZ =10432(cm4)e max =14Z =745.1428571429(cm3)
&CImomentMaterial Sp.gr.
Carbon steel 7.85
Stainless Steel TP304 7.93Stainless Steel TP316 7.98Stainless Steel TP317 7.98Stainless Steel TP321 7.93Stainless Steel TP347 7.98Stainless Steel TP405 7.75
I Type (Combine)Inertia Moment & Sectional Area Calculation (Combined)14-Jan-061ProjectABC PROJECT2ClientABC COMPANY3Item No.4Service5Remark6byT.HirosawaClick Printer Icon for Printing7H(mm) =2848t1W1(mm) =3209e1W2(mm) =320W3(mm) =704Back to Menu10H->-