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Equal Angle HOT FORMED



METRIC SIZE INFORMATIVE REFERENCE STANDARD SECTIONAL DIMENSIONS



SECTION AREA



HxB



t



r1



r2



A



mm x mm



mm



mm



mm



cm2



UNIT WEIGHT



kg/m



CENTER OF GRAVITY



GEOMETRICAL MOMENT OF INERTIA



RADIUS OF GYRATION OF AREA



MODULUS OF SECTION



Cx = Cy



Ix = Iy



Max Iu



Min Iv



ix = iy



Max iu



Min iv



Zx = Zy



cm



cm4



cm4



cm4



cm



cm



cm



cm3



25 x 25



3



4



2



1.427



1.12



0.719



0.797



1.26



0.332



0.747



0.94



0.48



0.448



30 x 30



3



4



2



1.727



1.36



0.844



1.42



2.26



0.59



0.908



1.14



0.58



0.661



40 x 40



3



4.5



2



2.336



1.83



1.09



3.53



5.6



1.46



1.23



1.55



0.79



1.21



40 x 40



4



4.5



2



2.336



1.83



1.09



3.53



5.6



1.46



1.23



1.55



0.79



1.21



40 x 40



5



4.5



3



3.755



2.95



1.17



5.42



8.59



2.25



1.2



1.51



0.77



1.91



45 x 45



5



6.5



3



4.302



3.38



1.28



6.5



10.3



2.7



1.36



1.71



0.87



2



45 x 45



4



6.5



3



3.492



2.74



1.24



7.91



12.5



3.29



1.36



1.72



0.88



2.46



50 x 50



4



6.5



3



3.892



3.06



1.41



9.06



14.4



3.76



1.52



1.91



0.98



2.49



50 x 50



5



6.5



3



4.802



3.77



1.37



11.1



17.5



4.58



1.53



1.92



0.98



3.08



50 x 50



6



6.5



4.5



5.644



4.43



1.44



12.6



20



5.23



1.5



1.88



0.96



3.55



60 x 60



4



6.5



3



4.692



3.68



1.61



16



25.4



6.62



1.85



2.33



1.19



3.66



60 x 60



5



6.5



3



60 x 60



6



8



4



5.802 6.910



65 x 65



5



8.5



3



6.367



65 x 65



6



8.5



4



7.527



4.55



1.66



5.40



1.7



5.00 5.91



19.6



31.2



8.09



1.84



2.32



1.18



4.52



22.79



36.16



9.42



1.82



2.29



1.17



5.28



1.77



25.3



40.1



10.5



1.99



2.51



1.28



2.69



125



199



51.7



2.68



3.38



1.73



19.5 21.1



65 x 65



8



8.5



6



9.761



7.66



2.57



129



205



53.2



2.71



3.42



1.74



70 x 70



6



8.5



4



8.127



6.38



1.81



29.4



46.6



12.2



1.98



2.49



1.27



5.35



6.26



75 x 75



6



8.5



4



8.727



6.85



2.18



80.7



128



33.4



2.46



3.1



1.58



14.2



75 x 75



9



8.5



6



12.690



9.96



2.42



81.9



129



34.5



2.77



3.48



1.78



15.7



75 x 75



12



8.5



6



16.560



13.00



2.46



93



148



38.3



2.76



3.48



1.77



17.7



80 x 80



6



8.5



4



9.230



7.32



90 x 90



6



10



5



10.550



90 x 90



7



90 x 90



10



90 x 90



10



5



10



7



12.220



8.28



1.88



36.8



58.3



15.3



1.94



2.44



1.25



7.33



1.93



37.1



58.9



15.3



2.14



2.69



1.37



7.96



9.59



2.06



46.1



73.2



19



2.9



1.48



8.47



17.000



13.30



2.17



56.4



89.6



23.2



2.25



2.3



2.84



1.45



9.7



13



10



7



21.710



17.00



2.29



64.4



102



26.7



2.22



2.79



1.44



12.3



100 x 100



7



10



5



13.620



10.70



2.71



156



248



65.3



3.08



3.88



1.98



24.4



100 x 100



13



10



7



24.310



19.10



2.94



175



278



72



3



3.78



1.94



24.8



*100 x 100



10



10



7



19.000



14.90



2.82



220



348



91.1



3.04



3.83



1.95



29.5



14.70



3.24



258



410



106



3.71



4.67



2.38



31.1



3.3



340



541



140



3.66



4.62



2.35



38.7



3.4



366



583



150



3.65



4.6



2.35



39.36



3.53



367



583



151



4.01



5.06



2.57



41.6



120 x 120



8



12



5



18.760



*120 x 120



11



13



6.5



25.370



*120 x 120



12



13



6.5



27.540



*130 x 130



9



12



6



22.740



19.90 21.60 17.90



INFORMATIVE REFERENCE



SECTION AREA



STANDARD SECTIONAL DIMENSIONS HxB



t



r1



r2



CENTER OF GRAVITY



UNIT WEIGHT



A



Cx = Cy



GEOMETRICAL MOMEN OF INERTIA Ix = Iy



Max Iu



RADIUS OF GIRATION OF AREA



Min Iv



ix = iy



Max iu



MODULUS OF SECTION



Min iv



Zx = Zy



mm x mm



mm



mm



mm



cm2



kg/m



cm



cm4



cm4



cm4



cm



cm



cm



130 x 130



15



12



8.5



36.750



28.80



3.76



467



743



192



3.93



4.95



2.53



42.68



*130 x 130



12



12



8.5



29.760



23.40



3.64



568



902



234



3.96



5



2.54



49.9



14



7



29.000



23.00



4.14



740



1,180.00



304



4.61



5.82



2.96



68.1



34.770



27.30



4.24



888



1,410.00



365



4.56



5.75



2.92



82.6



4.4



1,090.00



1,730.00



451



4.52



5.69



2.91



91.8



31.80



4.73



1,170.00



1,860.00



480



5.38



6.78



3.44



103



39.40



4.85



1,440.00



2,290.00



589



5.35



6.75



3.48



114



45.30



5.46



2,180.00



3,470.00



891



6.14



7.75



3.93



150



59.70



5.67



2,820.00



4,490.00



1,160.00



6.09



7.68



3.9



197



73.60



5.86



3,420.00



5,420.00



1,410.00



6.04



7.61



3.88



242



7.45



6,950.00



11,000.00



2,860.00



7.49



9.42



4.83



388



9,110.00



14,400.00



3,790.00



7.63



9.62



4.89



519



*150 x 150



10



*150 x 150



12



14



7



150 x 150



19



14



10



53.380



175 x 175



12



15



11



40.520



175 x 175



15



15



11



50.210



*200 x 200



15



17



12



57.750



*200 x 200



20



17



12



200 x 200



25



17



12



250 x 250



35



24



18



162.600



250 x 250



25



24



12



119.4



41.90



76.000 93.750



128.00 119400



93.70



cm3



NOTE: * Available ready stock



SPECIFICATION ACCORDING JIS G 3192



METRIC SIZE DIMENSION



Under 50 in depth Leg length (A or B)



+ 1.5



50 or over to and excl. 100



+2



100 or over to and excl. 200



+3



200 or over



+4



For leg length A (B for T Section) or under 130 in depth



Thickness t, For leg length A (B for T Section) : 130 or over in depth



Under 6.3



+ 0.6



6.3 or over to and excl. 10



+ 0.7



10 or over to and excl.16



+ 0.8



16 or over



+1



Under 6.3



+ 0.7



6.3 or over to and excl. 10



+ 0.8



10 or over to and excl.16



+1



16 or over



+ 1.2



25 or order



+ 1.5



CHEMICAL COMPOSITION SYMBOL OF GRADE SS 400



ACCORDING JIS G 3101, G 3106 CHEMICAL COMPOSITION (%) C



Si



P



Mn



S



-



-



0.050 max



-



0.050 max



CLASSIFIED BY TENSILE STRENGTH TYPE OF MATERIAL



REMARK



TOLERANCE mm



Tensile strength class (N/mm2)



Special Specification



SPECIFICATIONS JIS



ASTM



BS 4360



DIN



CORRESPONDING SPECIFICATION CLASSIFIED BY TENSILE STRENGTH



SPECIFICATIONS



TYPE OF MATERIAL



Tensile strength class (N/mm2)



Special Specification



JIS



ASTM



BS 4360



DIN



General Structure



400



-



G 3101 SS 400



A 36



Gr. 43A



St 33



YIELD POINT N/mm2 CLASSIFICATION



JIS G3101 SS400



ELONGATION, % TENSILE STRENGTH N/mm2



Thickness (mm) 16 or under



over 16



245



235



Thickness (mm) 5 or under



400-510



21



5 to 16



over 16



17



21



For further information about this product, please contact : better call by DID Name



Local : Sujono Tanti Lisa



Handphone



0818-148519



0818-965390 0819-702831 Pardiman 0818-871636



DID Phone (62-21)



DID Fax (62-21)



IDD Phone (62-21)



IDD Fax (62-21)



[email protected] [email protected] [email protected] [email protected]



8983-8190 8983-8160 8983-8161 8983-8162



8983-8198 8983-8298 8983-8168 8983-8168



890-1570 Ext 6200 890-0666 Ext 6110 890-0666 Ext 6119 890-0666 Ext 6118



890-0555 8910-7711 8910-7711 8910-7711



[email protected]



8983-8032



8983-8138



8910-8040 Ext. 3320



890-0555



e-mail



Export : Suwanto



0818-488956



Copyright © 1997-2003 Advanced Marketing 2000, All Rights Reserved



Cell Form



SECTION PROPERTIES OF CELL-FORM SECTIONAL INDEX



Original



METRIC SIZE



DEPTH DEPTH SECTION WIDTH THICKNESS OF OF DEPTH RADIUS AREA CORNER MOMENT OF MODULUS OF CELL CELL BETWEEN OF RADIUS INERTIA OF SECTION Cell SECTION Web Flange FORM FORM FLANGE Max Min GYRATION WEIGHT Original Form HOLE TEE DEPTH OF SECTION



CellForm



H



Dc



B



t1



t2



r



Ds



mm



mm



mm



mm



mm



mm



mm



mm



D tee Db flange Gross Net cm2 cm2



Iy



ix



iy



Zx



Zy



cm4



cm4



cm



cm



cm3



cm3



mm



mm



kg/m



100 x 100



150 x 100



16.27



100



150



100



6



8



10



103



23



134



25



18.8



908.9



134



7



2.7



121.2



26.8



150 x 75



225 x 75



12.78



150



225



75



5



7



8



155



35



211



21.7



14



1586.2



49.5



10.7



1.9



141



13.2



150 x 150



225 x 150



29.75



150



225



150



7



10



11



155



35



205



45.6



34.7 3897.8



563



10.6



4



346.5



75.1



300 x 100



19.44



200



300



100



5.5



8



11



206



47



284



32.8



21.5 4322.8



134



14.2



2.5



288.2



26.8



300 x 99



16.54



198



300



99



4.5



7



11



210



45



286



27.9



18.4 3732.3



114



14.2



2.5



248.8



23



300 x 47.10 200



200



300



200



8



12



13



206



47



276



71.8



55.3 11160



1600



14.2



5.4



744



375 x 125



26.98



250



375



125



6



9



12



258



59



357



45.4



29.9 9516.5



294



17.8



3.1



507.5



47



375 x 124



23.33



248



375



124



5



8



12



252



57



359



39.2



26.1 8351.7



255



17.9



3.1



445.4



41.1



375 x 250



68.32



250



375



250



9



14



16



258



59



347



3650



17.8



6.7 1360.5 292



450 x 150



33.55



300



450



150



6.5



9



13



309



70



432



56.8



36.7 16944



508



21.5



3.7



753.1



67.7



450 x 149



29.17



298



450



149



5.5



8



13



313



68



434



49.4



32.2 14905



442



21.5



3.7



662.5



59.3



450 x 300



88.76



300



450



300



10



15



18



309



70



420



6750



21.4



8



525 x 175



45.11



350



525



175



7



11



14



361



82



503



75.8



50.5 31912



984



25.1



4.4 1215.7 112.5



525 x 174



37.65



346



525



174



6



9



14



369



78



507



63.8



41.6 26500



792



25.2



4.4 1009.5



525 x 129.25 350



350



525



350



12



19



20



361



82



487



195.5 152.3 95108 13600



600 x 200



59.94



400



600



200



8



13



16



412



94



574



100.6 67.6 55799



600 x 199



51.37



396



600



199



7



11



16



421



90



578



450 x 200



675 x 200



68.66



450



675



200



9



14



18



464



106



647



500 x 200



750 x 200



80.28



500



750



200



10



16



20



515



117



718



600 x 200



900 x 200



94.11



600



900



200



11



17



22



618



141



600 x 300



900 x 136.46 300



588



900



300



12



20



28



643



400 x 400



600 x 162.21 400



400



600



400



13



21



22



700 x 300



1050 165.42 x 300



700



1050



300



13



24



800 x 300



1200 185.76 x 300



800



1200



300



14



26



200 x 100 200 x 200 250 x 125 250 x 250 300 x 150 300 x 300 350 x 175 350 x 350 400 x 200



mm



Ix



103.8 80.6 25510



135.3 104.3 47920



25



160



2129.8 450



91



9.5 3623.2 777.1



1740



28.7



5.1



57.4 47743



1450



28.8



5



1591.4 145.7



117.6 75.9 78910



1870



32.2



5



2338.1 187



88.4 113124 2140



35.8



4.9 3016.6 214



866



168.4 100.4 184605 2279.9 42.9



4.8 4102.3 228



128



860



231.1 153.9 286789 9019.9 43.2



7.7 6373.1 601.3



412



94



558



245.5 191.9 157076 22400 28.6 10.8 5235.9 1120



28



722



164



1002



282.4 188.6 473991 10800 50.1



7.6 9028.4 720



28



825



188



1148



325.1 209.7 691564 11700 57.4



7.5



86.9



140



1860



11526



174



780



Technical Specification a. Material specification conform JIS G 3101 SS 400 b. Equivalent with JIS G 3106 (SM 400A, SM 400B), ASTM A 36, BS 4360 Gr 43A, DIN 17100 St 37 c. Standard welded process conform A5.18 (Gas Metal Arc. Welding), AWS A5.1 (Shielded Metal Arc.Welding), AWS A5.17 (Submerged Arc. Welding)



STANDARD



GRADE



JIS G 3101



SS 400



Thicness (mm) < 16 > 16



Yield Strength (Fy) N/mm2 245 235



Tensile Strength (Ft) N/mm2 400 - 510



For further information about this product, please contact : better call by DID Name



Local : Sujono Tanti Lisa



Handphone



0818-148519



0818-965390 0819-702831 Pardiman 0818-871636



DID Phone (62-21)



DID Fax (62-21)



IDD Phone (62-21)



IDD Fax (62-21)



[email protected] [email protected] [email protected] [email protected]



8983-8190 8983-8160 8983-8161 8983-8162



8983-8198 8983-8298 8983-8168 8983-8168



890-1570 Ext 6200 890-0666 Ext 6110 890-0666 Ext 6119 890-0666 Ext 6118



890-0555 8910-7711 8910-7711 8910-7711



[email protected]



8983-8032



8983-8138



8910-8040 Ext. 3320



890-0555



e-mail



Export : Suwanto



0818-488956



Copyright © 1997-2003 Advanced Marketing 2000, All Rights Reserved



Wide Flange Shape



JIS G3192/TIS 1227-194 (HOT ROLLED H-SECTION) Standard Sectional Dimension



Metric Size



Sectional



Nominal Dimensional



HxB



t1



t2



r



mm x mm



mm x mm



mm



mm



mm



Area



Unit Mass



A cm2



kg/m



Informative Reference Geometrical



Radius of



moment of inertia gyration of area



Modulus of Section



Ix



Iy



ix



iy



Zx



Zy



cm4



cm4



cm



cm



cm3



cm3



100 x 100



100 x 100



6



8



10



21.90



17.20



383



134.0



4.18



2.47



76.5



26.7



125 x 125



125 x 125



6.5



9



10



30.31



23.80



847



293.0



5.29



3.11



136.0



47.0



150 x 75



150 x 75



5



7



8



17.85



14.00



666



49.5



6.11



1.66



88.8



13.2



150 x 100



148 x 100



6



9



11



26.84



21.10



1 020



151.0



6.17



2.37



138.0



30.1



150 x 150



150 x 150



7



10



11



40.14



31.50



1 640



563.0



6.39



3.75



219.0



75.1



175 x 175



175 x 175



7.5



11



12



51.21



40.20



2 880



984.0



7.50



4.38



330.0



112.0



198 x 99



4.5



7



11



23.18



18.20



1 580



114.0



8.26



2.21



160.0



23.0



200 x 100



5.5



8



11



27.16



21.30



1 840



134.0



8.24



2.22



184.0



26.8



194 x 150



6



9



12



38.80



30.60



200 x 100



200 x 150 200 x 200



200 x 200



8



12



13



63.53



49.90



4 720



1 600



8.62



5.02



472.0



160.0



248 x 124



5



8



12



32.68



25.70



3 540



255.0



10.40



2.79



285.0



41.1



250 x 125



6



9



12



37.66



29.60



4 050



294.0



10.40



2.79



324.0



47.0



250 x 250



9



14



16



92.18



72.40



10 800



3 650



10.80



6.29



867.0



292.0



298 x 149



5.5



8



13



40.80



32.00



6 320



442.0



12.40



3.29



424.0



59.3



300 x 150



6.5



9



13



46.78



36.70



7 210



508.0



12.40



3.29



481.0



67.7



300 x 300



10



15



18



119.80



94.00



20 400



6 750



13.10



7.51



1 360



450.0



346 x 174



6



9



14



52.68



41.40



11 100



792.0



14.50



3.88



641.0



91.0



250 x 125 250 x 250 300 x 150 300 x 300 350 x 175 350 x 350



350 x 175



7



11



14



63.14



49.60



13 600



984.0



14.70



3.95



775.0



112.0



350 x 350



12



19



20



173.90



137.00



40 300



13 600



15.20



8.84



2 300



776.0



396 x 199



7



11



16



72.16



56.60



20 000



1 450



16.70



4.48



1 010



145.0



400 x 200



8



13



16



84.10



66.00



23 700



1 740



16.8



4.54



1 190



174.0



*400 x 400



400 x 400



13



21



22



218.70



172.00



66 600



22 400



17.5



10.10



3 330



1 120



450 x 200



450 x 200



9



14



18



96.80



76.00



33 500



1 870



18.6



4.40



1 490



187.0



400 x 200



500 x 200



500 x 200



10



16



20



114.20



89.60



47 800



2 140



20.5



4.33



1 910



214.0



600 x 200



600 x 200



11



17



22



134.40



106.00



77 600



2 280



24.0



4.12



2 590



228.0



600 x 300



588 x 300



12



20



28



192.50



151.00



118 000



9 020



24.8



6.85



4 020



601.0



*700 x 300



700 x 300



13



24



28



235.50



185.00



201 000



10 800



29.3



6.78



5 760



722.0



*800 x 300



800 x 300



14



26



28



267.40



210.00



292 000



11 700



33.0



6.62



7 290



782.0



*900 x 300



900 x 300



16



28



28



309.8



243.00



Note : * Special size for welded beam



SPECIFICATION DIMENSIONAL TOLERANCE



JIS G3192/TIS 1227-194 (HOT ROLLED H-SECTION) PERMISSIBLE VARIOTIONS APPLICATION mm (in.)



ITEM, mm (in.)



+ 3.0 (0.118)



FLANGE WIDTH, B



Depth, H



Nominal depths of under 400 (15,748) 400 to 600 (23.622), excl 600 and over



Flange, t2



+ 3.0 (0.118) + 4.0 (0.157) + 5.0 (0.197)



Under 16 (0.630) 16 to 25 (0.984). Excl 25 to 40 (1.575), Excl. 40 and over



+ + + +



1.5 2.0 2.5 3.0



(0.059) (0.079) (0.098) (0.118)



Under 16 (0.630) 16 to 25 (0.984). Excl 25 to 40 (1.575), Excl. 40 and over



+ + + +



1.0 1.5 2.0 2.5



(0.039) (0.059) (0.079) (0.098)



Thickness



Web, t1



7 m (23 ft) and under + 40 (1.575) -0



Over 7 m (23ft)



40 (1.575) plus 5 (0.197) for each additional meter or fraction there of



Nominal depths 300 (11.811) and under



Length



Not more than 1.2 percent of flange width B or 2.0 (0.079) at minimum Out-of-Square, T Nominal depths over 300 (11.811)



Not more than 1.5 percent of flange width B or 2.0 (0.079) at minimum



Nominal depths 300 (11.811) and under



Camber of Sweep



Not more than 0.20 percent of length Not more than 0.10 percent of length



Nominal depths over 300 (11.811)



Web Off Center, s



+ 3.0 (0.118)



Nominal depths 300 (11.811) and under Nominal depths 300 (11.811) and under



+ 4.5 (0.177) Not more than 0.16 percent of flange width B or depth H, or 3.0 (0.118) at minimum



Ends Out-of-Square, e



CHEMICAL COMPOSITION SYMBOL OF GRADE SS400



Horizontal or vertical curvature in the direction of length



ACCORDING TO JIS G 3101 CHEMICAL COMPOSITION (%) C



Si



Mn



P



S



-



-



-



0.050 max



0.050 max



CORRESPONDING SPECIFICATION TYPE OF MATERIAL



CLASSIFIED BY TENSILE STRENGTH Tensile strength class (N/mm2)



Special Specification



General Structure



400



-



SPECIFICATIONS



JIS G 3101 SS 400



ASTM



BS 4360



DIN



A 36



Gr. 43A



St 37



MECHANICAL PROPERTIES YIELD POINT / mm2 Thickness (mm) 16 or under



over 16



TENSILE STRENGTH N/mm2



245



235



400-510



CLASSIFICATION



JIS G3101 SS400



ELONGATION, % Thickness (mm) 5 or under



5 to 16



over 16



21



17



21



For further information about this product, please contact : better call by DID Name



Local : Sujono Tanti Lisa



Handphone



0818-148519



0818-965390 0819-702831 Pardiman 0818-871636



DID Phone (62-21)



DID Fax (62-21)



IDD Phone (62-21)



IDD Fax (62-21)



[email protected] [email protected] [email protected] [email protected]



8983-8190 8983-8160 8983-8161 8983-8162



8983-8198 8983-8298 8983-8168 8983-8168



890-1570 Ext 6200 890-0666 Ext 6110 890-0666 Ext 6119 890-0666 Ext 6118



890-0555 8910-7711 8910-7711 8910-7711



[email protected]



8983-8032



8983-8138



8910-8040 Ext. 3320



890-0555



8910-8040 Ext. 3330



890-0555



e-mail



Export : Suwanto



0818-488956



Copyright © 1997-2003 Advanced Marketing 2000, All Rights Reserved



Honey Comb CASTELLATED SHAPE HONEY COMB



METRIC SIZE



Section Index



Depth of Section



Depth of Depth Section Width Thickness Area Corner Castellated Between of Radius Section Weight Original Castellated Web Flange hole tee flange Max Min



Original Castellated



Moment of Inertia



Radius Modulus of of Section Gyration



H



Dc



B



t1



t2



r



Ds



Dtee



Db flange



Gross



Net



Ix



Iy



mm



mm



mm



mm



mm



mm



mm



mm



mm



cm2



cm2



cm4



cm4



905.3



134



7



49



ix



iy



Zx



Zy



cm3



cm3



2.7



120.7



26.8



11



1.9



140.4



13.2



cm cm



mm



mm



kg/m



100x100



150 x 100



17.2



100



150



100



6



8



10



105



22.5



134



24.9



18.57



150x75



225 x 75



14



150



225



75



5



7



8



154



35.5



211



21.6



13.85 1579.7



150x150



225 x 150



31.5



150



225



150



7



10



11



154



35.5



205



45.39 34.54 3889.6



563



11



4



345.7



75.1



300 x 100



21.3



200



300



100



5.5



8



11



205



47.5



284



32.66 21.36 4306.8



134



14



2.5



287.1



26.8



297 x 99



18.2



198



297



99



4.5



7



11



202



47.5



283



27.64 18.50 3643.9



114



14



2.5



245.4



23



300 x 200



49.9



200



300



200



8



12



13



205



47.5



276



71.53 55.09



1600



14



5.4



742.6



160



375 x 125



29.6



250



375



125



6



9



12



254



60.5



357



45.16 29.86 9491.5



294



18



3.1



506.2



47



372 x 124



25.7



248



372



124



5



8



12



253



59.5



356



38.88 26.21 8189.6



255



18



3.1



440.3



41.1



375 x 250



72.4



250



375



250



9



14



16



254



60.5



347 103.43 80.48 25477.5 3650



18



6.7 1358.8



292



450 x 150



36.7



300



450



150



6.5



9



13



305



72.5



432



22



3.7



750.9



67.7



447 x 149



32



298



447



149



5.5



8



13



302



72.5



431



21



3.7



656.1



59.3



450 x 300



94



300



450



300



10



15



18



305



72.5



420



21



8



2126.9



450



200x100 200x200 250x125 250x250 300x150 300x300



11139



56.53 36.67 16895.1 508 49



32.33



14664



442



134.8 104.25 47854.8 6751



Section Index



Depth of Section



Depth of Depth Section Width Thickness Castellated Between Area Corner of Radius Section Weight Original Castellated Web Flange hole tee flange Max Min



350x175 350x350



Radius Modulus of of Section Gyration



H



Dc



B



t1



t2



r



Ds



Dtee



Db flange



Gross



Net



Ix



Iy



kg/m



mm



mm



mm



mm



mm



mm



mm



mm



mm



cm2



cm2



cm4



cm4



525 x 175



49.6



350



525



175



7



11



14



354



85.5



503



75.39 50.54 31847.5 984



25



4.4



519 x 174



41.4



346



519



174



6



9



14



350



84.5



501



63.06 42.00 25819.2 792



25



4.3



Original Castellated mm



Moment of Inertia



mm



ix



iy



cm cm



Zy



cm3



cm3



1213.2 112.5 995



91



525 x 350



137



350



525



350



12



19



20



354



85.5



487



600 x 200



66



400



600



200



8



13



16



405



97.5



574 100.12 67.68 55683.6 1740



29



594 x 199



56.6



396



594



199



7



11



16



401



96.5



572



86.02 57.92 46656.1 1450



28



5



1570.9 145.7



450x200



675 x 200



76



450



675



200



9



14



18



454



110.5



647 117.01 76.06 78747.4 1871



32



5



2333.3



187



500x200



750 x 200



89.6



500



750



200



10



16



20



505



122.5



718



139.2 88.65 112856 2141



36



4.9 3009.5



214



600x200



900 x 200



106



600



900



200



11



17



22



605



147.5



866



167.4 100.80 184103 2282



43



4.8 4091.2 228.1



600x300



882 x 300



151



588



882



300



12



20



28



593



144.5



842 227.78 156.56 274533 9023



42



7.6 6225.2 601.4



400x400



600 x 400



172



400



600



400



13



21



22



405



97.5



558



700x300



1050 x300



185



700



1050



300



13



24



28



705



172.5



1002



800x300



1200 x300



210



800



1200



300



14



26



28



805



197.5



1148



400x200



194.9 152.30 95013.1 13602 25



Zx



244.7 191.99 156913 22403 29 281



9.4 3619.5 777.2 5.1 1856.1



11



5230.4 1120



189.29 473223 10805 50



7.6 9013.8 720.1



323.4 210.63 690342 11707 57



7.5 11505.7 780.1



Technical Specification : - Material Specification refer to JIS G 3101 SS 400 - Equivalent with JIS G 3106 (SM 400A, SM 400B), ASTM A 36, BS 4360 Gr 43A, DIN 17100 St 3 - Standard Welded Process refer to AWS A5.18 (Gas Metal Arc. Welding), AWS A5.1 (Shielded Meta Arc. Welding), AWS A5.17 (Submerged Arc. Welding) STANDARD



GRADE



JIS G 3101



SS 400



174



Thicness (mm)



Yield Strength (Fy) N/mm2



< 16



245



> 16



235



Tensile Strength (Ft) N/mm2 400 - 510



CASTELLATED SHAPE HONEY COMB + ADDING PLATE



METRIC SIZE Depth of Depth Section Width Radius Thickness Corner Moment of Modulus of Area of of Castellated Between Added Radius Inertia Section Section Gyration Weight Original Castellated Plate hole tee Web Flange flange Max Min Db t1 t2 Original Castellated H Dc B r D add Ds Dtee Gross Net Ix Iy ix iy Zx Zy flange mm mm kg/m mm mm mm mm mm mm mm mm mm mm cm2 cm2 cm4 cm4 cm cm cm3 cm3 100x100 200 x 100 18.55 100 200 100 6 8 10 50 156 22 184 27.9 18.54 1712 134 9.61 2.69 171.2 26.8 150x75 300 x 75 15.5 150 300 75 5 7 8 75 231 34.5 286 25.35 13.8 3022 49 14.80 1.88 201.5 13.1 150x150 300 x 150 33.6 150 300 150 7 10 11 75 231 34.5 280 50.64 34.47 7308 563 14.56 4.04 487.2 75.1 Depth of Section



Section Index



200x100 200x200 250x125 250x250 300x150 300x300 350x175



400 x 100



23.5



200



400



100



5.5



8



11



100



306



47



384



38.16



21.33



8216



134 19.63 2.51



410.8



26.8



6917



114 19.36 2.49



349.3



23.0



396 x 99



19.9



198



396



99



4.5



7



11



99



303



46.5



382



32.09 18.455



400 x 200 500 x 125 496 x 124 500 x 250 600 x 150 596 x 149



53 32.5 28.1 76.8 40.5 35.2



200 250 248 250 300 298



400 500 496 500 600 596



200 125 124 250 150 149



8 6 5 9 6.5 5.5



12 9 8 14 9 8



13 12 12 16 13 13



100 125 124 125 150 149



306 381 378 381 456 453



47 59.5 59 59.5 72 71.5



376 482 480 472 582 580



79.53 55.05 52.66 29.8 45.08 26.18 114.68 80.39 66.28 36.64 57.19 32.275



20867 1600 19.47 5.39 1043.4 160.0 18055 294 24.61 3.14 722.2 47.0 15523 255 24.35 3.12 625.9 41.1 47611 3650 24.34 6.74 1904.4 292.0 32198 508 29.64 3.72 1073.3 67.7 27846 442 29.37 3.70 934.4 59.3



600 x 300



99.9



300



600



300



10



15



18



150



456



72



570



149.8



104.2



89361 6751 29.28 8.05 2978.7 450.1



700 x 175



54.4



350



700



175



7



11



14



175



531



84.5



678



87.64



50.47



60394



984 34.59 4.42 1725.5 112.5



692 x 174



45.4



41.94



48949



792 34.16 4.35 1414.7



346



692



174



6



9



14



173



525



83.5



674



73.44



700 x 350 141.62



350



700



350



12



19



20



175



531



84.5



662



215.9 152.18 177408 13602 34.14 9.45 5068.8 777.3



800 x 200



72.3



400



800



200



8



13



16



200



606



97



774



116.12 67.64 105531 1740 39.50 5.07 2638.3 174.0



792 x 199



62.1



396



792



199



7



11



16



198



600



96



770



99.88



450x200



900 x 200



83.9



450



900



200



9



14



18



225



681



109.5



872



137.26 75.97 150151 1871 44.46 4.96 3336.7 187.1



500x200



1000 x 200



99.5



500



1000



200



10



16



20



250



756



122



968



164.2



600x200



1200 x 200 118.5



600



1200



200



11



17



22



300



906



147



1166



200.4 100.74 355610 2282 59.41 4.76 5926.8 228.2



600x300



1176 x 300



588



1176



300



12



20



28



294



888



144



1136



263.06 156.5 519725 9023 57.63 7.59 8838.9 601.5



350x350 400x200



165



57.88



91.0



88376 1450 39.08 5.01 2231.7 145.7



88.6 216055 2141 49.38 4.92 4321.1 214.1



400x400



800 x 400 177.5



400



800



400



13



21



22



200



606



97



758



270.7 191.92 292713 22403 39.05 10.80 7317.8 1120.2



700x300



1400 x 300 191.1



700



1400



300



13



24



28



350



1056



172



1352



326.5 189.22 898606 10805 68.91 7.56 12837.2 720.3



800x300



1600 x 300



800



1600



300



14



26



28



400



1206



197



1548



379.4 210.56 1317191 11707 79.09 7.46 16464.9 780.5



218



SPECIFICATION DIMENSIONAL TOLERANCE Depth (Dc) (mm)



Flange Width (B) (mm)



Under 400



400 - 600



600 & Over



+ 3.0



+ 4.0



+ 5.0



+ 6.0



Depth of cell form hole (Ds) (mm) + 3.0



CHEMICAL COMPOSITION SYMBOL OF GRADE



SS400



ACCORDING TO JIS G 3101 CHEMICAL COMPOSITION (%) C



Si



Mn



P



S



--



--



--



0.050 0.050 max



0.050 0.050 max max



MECHANICAL PROPERTIES YIELD POINT / mm2 Thickness (mm) 16 or under



over 16



TENSILE STRENGTH N/mm2



245



235



400-510



CLASSIFICATION



JIS G3101 SS400 WELDING As per AWS



ELONGATION, % Thickness (mm) 5 or under



5 to 16



over 16



21



17



21



Welding material: E 6013



For further information about this product, please contact : Name



Handphone



Local : Sujono Tanti Lisa Pardiman



0818-148519 0818-965390 0819-702831 0818-871636



Export : Suwanto



0818-488956



IDD Phone (62-21)



DID Phone (62-21)



DID Fax (62-21)



[email protected] [email protected] [email protected] [email protected]



8983-8190 8983-8160 8983-8161 8983-8162



8983-8198 8983-8298 8983-8168 8983-8168



890-1570 890-0666 890-0666 890-0666



[email protected]



8983-8032



8983-8138



8910-8040 Ext. 3320



E-mail



Copyright © 1997-2003 Advanced Marketing 2000, All Rights Reserved



Ext Ext Ext Ext



6200 6110 6119 6118



IDD Fax (62-21)



890-0555 8910-7711 8910-7711 8910-7711 890-0555



King Cross CUT FROM HOT ROLLED WIDE FLANGE SHAPE



METRIC SIZE STANDARD SECTIONAL DIMENSION



INFORMATIVE REFERENCE



Depth Flange Thickness Sectional Unit Corner Area of Section Weight Radius Index Section Width Web Flange t2 t1 r A H1 H2 B mm K 150 x 75 K 200 x 100 K 198 x 99 K 250 x 125 K 248 x 124 K 300 x 150 K 298 x 149 K 350 x 175 K 346 x 174 K 400 x 200 K 396 x 199 K 450 x 200 K 500 x 200 K 600 x 200 K 588 x 300 *K 700 x 300 *K 800 x 300



Geometrical Moment of Inertia



Radius of gyration of area



Modulus of Section



Ix



Iy



ix



iy



Zx



Zy



cm4



cm4



cm



cm



cm3



cm3



95.4



99.1



mm mm



mm



mm



mm



mm



cm2



kg/m



150 152



75



5



7



8



35.70



28.0



716



767 4.48 4.64



200 202.5



100



5.5



8



11



54.32



42.6



1,974



2,095 6.03 6.21



197.4



203.9



198 199.5



99



4.5



7



11



46.36



36.4



1,694



1,778 6.04 6.23



171.1



175.6



250 253



125



6



9



12



75.32



59.2



4,344



4,567 7.59 7.79



347.5



356.9



248 250



124



5



8



12



65.36



51.4



3,765



3,924 7.59 7.75



303.6



310.2



300 303.5



150



6.5



9



13



93.56



73.4



7,718



8,073 9.08 9.29



514.5



526.9



298 300.5



149



5.5



8



13



81.60



64.0



6,762



7,024 9.10 9.28



453.8



462.9



350 354



175



7



11



14



126.28



99.2 14,554



15,128 10.75 10.95 831.7



847.5



346 349



174



6



9



14



105.36



82.8 11,892



12,321 10.62 10.62 687.4



700.0



400 405



200



8



13



16



168.24



132.0 25,440



26,519 12.30 12.55 1,272.0 1,299.9



396 403



199



7



11



16



144.32



113.2 21,450



22,267 12.19 12.19 1,083.3 1,105.1



450 455



200



9



14



18



193.52



152.0 35,370



36,851 13.52 13.52 1,572.0 1,605.7



500 507



200



10



16



20



228.40



179.2 49,940



52,189 14.79 15.17 1,997.0 2,046.6



600 608



200



11



17



22



268.80



212.0 79,880



83,229 17.24 17.24 2,662.7 2,724.4



588 597



300



12



20



28



385.00



302.0 127,020 132,585 18.16 18.16 4,320.4 4,419.5



700 710



300



13



24



28



471.00



369.7 211,800 220,791 21.21 21.65 6,051.4 6,193.3



800 811



300



14



26



28



534.00



419.8 303,700 315,027 23.83 24.27 7,592.5 7,740.2



Note:



- H = H/2 = height of T-Beam. - Tolerance H = + 3 mm. - Material specification refer to JIS G 3101 SS 400 - Welded specification JIS G 3106 (SM 400A, SM 400B, SM 490A, SM 490B, SM 490YA, SM 490YB) - Equivalent with ASTM A 36, BS 4360 Gr 43A, DIN 17100 St 37 - Standard welded process refer to standard AWS A5.18 (Gas Metal Arc. Welding), AWS A5.1 (Shielded Metal Arc. Welding), AWS A5.17 (Submerged Arc. Welding) - *are made from IWF import.



STANDARD



GRADE



JIS G 31 01



SS 400



Thicness (mm)



Yield Strength (Fy) N/mm2



< 16



245



> 16



235



Tensile Strength (Ft) N/mm2 400 - 510



For further information about this product, please contact : better call by DID Name



Local : Sujono Tanti Lisa



Handphone



0818-148519



0818-965390 0819-702831 Pardiman 0818-871636



e-mail



[email protected] [email protected] [email protected] [email protected]



DID Phone (62-21) 8983-8190 8983-8160 8983-8161 8983-8162



DID Fax (62-21)



IDD Phone (62-21)



8983-8198 890-1570 Ext 6200 8983-8298 890-0666 Ext 6110 8983-8168 890-0666 Ext 6119 8983-8168 890-0666 Ext 6118



IDD Fax (62-21) 890-0555 8910-7711 8910-7711 8910-7711



Export : Suwanto 0818-488956 [email protected] 8983-8032 8983-8138 8910-8040 Ext. 3320 890-0555 Copyright © 1997-2003 Advanced Marketing 2000, All Rights Reserved



Queen Cross CUT FROM HOT ROLLED WIDE FLANGE SHAPE



METRIC SIZE STANDARD SECTIONAL DIMENSION Section Index



Depth of Section H1



mm



H2



mm mm



INFORMATIVE REFERENCE SecCenter Geometrical Radius of Flange Thickness tional Unit Corner Modulus of of Moment of Width Web Flange Area Weight Radius Section Gravity of Inertia gyration B



t1



t2



r



mm



mm



mm



mm



cm2



75



5



7



8



26.78



21.0



57.3 75



691



310



5.08 3.40



92.1



53.99



A



x



kg/m mm



y mm



Ix 4



cm



Iy 4



cm



ix



iy



cm cm



Zx cm



3



Zy 3



cm



Q 150 x 75



150



Q 200 x 100



200 151.25



100



6



8



11



40.74



32.0



76.6 100



1,907



848



6.84 4.56



190.7



110.72



Q 198 x 99



198 149.25



99



5



7



11



34.77



27.3



76.1 99



1,637



722



6.86 4.56



165.3



94.86



Q 250 x 125



250



189



125



6



9



12



56.49



44.4



95.9 125



4,197



1,844



8.62 5.71



335.8



192.34



Q 248 x 124



248



187



124



5



8



12



49.02



38.5



95.4 124



3,670



1,599



8.65 5.71



296.0



167.62



Q 300 x 150



300 226.75



150



7



9



13



70.17



55.1



114.7 150



7,464



3,260 10.31 6.82



497.6



284.16



Q 298 x 149



298 224.75



149



6



8



13



61.20



48.1



114.2 149



6,545



2,842 10.34 6.81



439.3



248.76



Q 350 x 175



350 264.5



175



7



11



14



94.71



74.4



134.5 175



14,092



6,096 12.20 8.02



805.3



453.30



Q 346 x 174



346 261.5



174



6



9



14



79.02



62.1



133.3 173



11,496



4,978 12.07 7.94



664.5



373.37



Q 400 x 200



400 302.5



200



8



13



16



126.18



99.1



153.9 200



24,570



10,661 13.95 9.19 1,228.4



692.79



Q 396 x 199



396 299.5



199



7



11



16



108.24



85.0



152.8 198 20,725



8,984 13.84 9.11 1,047.2



588.07



Q 450 x 200



450



200



9



14



18



145.14



114.0



159.3 225



34,436



14,572 15.40 10.02 1,530.5



914.48



Q 500 x 200



500 353.5



200



10



16



20



171.30



134.5



165.2 250



48,871



20,386 16.89 10.91 1,954.8 1,234.37



Q 600 x 200



600



200



11



17



22



201.60



158.3



175.7 300



78,739



32,097 19.76 12.62 2,624.6 1,826.74



Q 588 x 300



588 448.5



300



12



20



28



288.75



226.7



229.7 294 122,509



53,713 20.60 13.64 4,167.0 2,338.03



*Q 700 x 300



700



300



13



24



28



353.25



227.4



243.7 350 206,406



86,629 24.17 15.66 5,897.1 3,555.3



*Q 800 x 300



800 555.5



300



14



26



28



401.10



315.0



255.1 400 297,859 121,518 27.25 17.41 7,446.3 4,763.91



113



328



404



505



Note: - H = H/2 = height of T-Beam. - Tolerance H = + 3 mm. - Material specification refer to Wide Flange Shape. - Welded specification refer to JIS G 3106 (SM 400A, SM 400B, SM 490A, SM 490B, SM 490YA, SM 490YB) - Equivalent with ASTM A 36, BS 4360 Gr 43A, DIN 17100 St 37 - Standard welded process refer to standard AWS A5.18 (Gas Metal Arc. Welding), AWS A5.1 (Shielded Metal Arc. Welding), AWS A5.17 (Submerged Arc. Welding) - * are made from IWF import.



STANDARD



GRADE



JIS G 3101



SS 600



Thicness (mm)



Yield Strength (Fy) N/mm2



< 16



245



> 16



235



Tensile Strength (Ft) N/mm2 400 - 510



For further information about this product, please contact : better call by DID Name



Local : Sujono Tanti Lisa



Handphone



e-mail



0818-148519 [email protected] 0818-965390 [email protected] 0819-702831 [email protected] Pardiman 0818-871636 [email protected]



DID Phone (62-21)



DID Fax (62-21)



IDD Phone (62-21)



IDD Fax (62-21)



8983-8190 8983-8160 8983-8161 8983-8162



8983-8198 8983-8298 8983-8168 8983-8168



890-1570 Ext 6200 890-0666 Ext 6110



890-0555 8910-7711 8910-7711 8910-7711



890-0666 Ext 6119 890-0666 Ext 6118



Export : Suwanto 0818-488956 [email protected] 8983-8032 Copyright © 1997-2003 Advanced Marketing 2000, All Rights Reserved



8983-8138 8910-8040 Ext. 3320 890-0555



T-Beam CUT FROM HOT ROLLED WIDE FLANGE SHAPE



METRIC SIZE STANDARD SECTIONAL DIMENSION INFORMATIVE REFERENCE Sectional Modulus Depth Width Thickness Center Moment of Radius of Corner Area of of of of Weight Section Inertia Gyration Radius Web Flange Section Section Section Gravity Index t1 t2 r A y Ix Iy ix iy Zx Zy H B



mm T 50 x 100 T 62.5 x 125 T 75 x 75 T 75 x 150 T 100 x 100 T 99 x 100 T 87.5 x 175 T 100 x 200 T 125 x 125 T 124 x 124 T 125 x 250 T 150 x 150 T 149 x 149 T 150 x 300 T 175 x 175 T 173 x 174 T 175 x 350 T 200 x 200 T 198 x 199 * T 200 x 400



mm



mm mm mm



mm



cm2



kg/m



mm



cm4 cm4 cm cm cm3 cm3



50.0



100



6.0



8



10



10.95



8.60



40.0



16



67



1.20 2.47



4.0



13.4



62.5



125



6.5



9



10



15.16



11.90



50.6



35



147



1.51 3.11



6.9



23.5



75.0



75



5.0



7



8



8.93



7.00



57.0



42



25



2.18 1.67



7.4



6.6



75.0



150



7.0



10



11



20.07



15.75



61.3



66



282



1.81 3.75 10.8 37.6



100.0



100



5.5



8



11



13.58



10.65



71.7



114



67



2.90 2.22 14.8 13.4



99.0



100



4.5



7



11



11.59



9.10



78.1



94



58



2.84 2.25 12.0 11.7



87.50



175



7.5



11



12



25.61



20.10



72.0



114



492



2.11 4.38 15.8 56.2



100.00



200



8.0



12



13



31.77



24.95



82.7



184



801



2.41 5.02 22.2 80.1



125.00



125



6.0



9



12



18.83



14.80



97.2



248



147



3.63 2.79 25.5 23.5



124.00



124



5.0



8



12



16.34



12.85



97.7



207



127



3.56 2.79 21.2 20.5



125.00



250



9.0



14



16



46.09



36.20



104.2



411



150.00



150



6.5



9



13



23.39



18.35



115.9



463



254



4.45 3.29 39.9 33.8



149.00



149



5.5



8



13



20.40



16.00



116.4



393



221



4.39 3.29 33.7 29.6



150.00



300



10.0



15



18



59.90



47.00



125.3



796



175



7.0



11



14



31.57



24.80



137.5



814



492



5.08 3.95 59.2 56.3



173.00



174



6.0



9



14



26.34



20.70



136.0



678



396



5.07 3.88 49.9 45.5



175.00



350



12.0



19



20



86.95



68.85



146.4



1,515 6,794 4.17 8.84 103.5 388.2



200.00



200



8.0



13



16



42.06



33.00



157.7



1,395



868



5.76 4.54 88.5 86.8



198.00



199



7.0



11



16



36.08



28.30



156.3



1,193



723



5.75 4.48 76.5 72.7



200.00



400



13.0



21



22



109.35



86.00



167.9



2,470 11,207 4.75 10.12 147.1 560.4



175.00



1,825 2.98 6.29 39.4 146.0



3,378 3.64 7.51 63.5 225.2



METRIC SIZE STANDARD SECTIONAL DIMENSION INFORMATIVE REFERENCE Sectional Depth Width Thickness Center Modulus Moment of Radius of Corner Area Weight of of of of Section Inertia Gyration Radius Web Flange Section Section Gravity Section Index H B t1 t2 r A y Ix Iy ix iy Zx Zy



mm



mm



T 225 x 200 T 250 x 200 T 300 x 200 T 294 x 300 * T 350 x 300 * T 400 x 300



mm



mm mm



mm



cm2



kg/m



mm



cm4



cm4 cm 936



cm cm3 cm3



225.00



200



9.0



14



18



48.38



38.00



173.5



2,155



6.67 4.40 124.2 93.6



250.00



200



10.0



16



20



57.10



44.80



190.5



3,210 1,071 7.50 4.33 168.5 107.1



300.00



200



11.0



17



22



67.20



53.00



221.6



5,786 1,139 9.29 4.12 261.9 113.9



294.00



300



12.0



20



28



96.25



75.50



233.2



6,695 4,509 8.34 6.84 295.3 300.6



350.00



300



13.0



24



28



117.75



92.50



274.5



12,015 5,412 10.10 6.78 447.3 360.8



400.00



300



14.0



26



28



133.70



105.00



308.3



18,787 5,866 11.85 6.62 609.5 391.1



Note: -



Material come from Wide Flange Shape. Size and material tolerance refer to JIS G 3192 Material Specification refer to JIS G 3101 SS 400 Welded Specification refer to JIS G 3106 (SM 400A, SM 400B, SM 490A, SM 490B, SM 490YA, SM 490YB) - Equivalent with ASTM A 36, BS 4360 Gr 43A, DIN 17100 St 37 - * Special for import material



STANDARD



GRADE



Thicness (mm)



Yield Strength (Fy) N/mm2



Tensile Strength (Ft) N/mm2



JIS G 3101



SS 400



< 16 > 16 - 40 > 40



245 235 215



400 - 510



For further information about this product, please contact : better call by DID Name



Local : Sujono Tanti Lisa



Handphone



e-mail



0818-148519 [email protected] 0818-965390 [email protected] 0819-702831 [email protected] Pardiman 0818-871636 [email protected]



DID Phone (62-21)



DID Fax (62-21)



IDD Phone (62-21)



IDD Fax (62-21)



8983-8190 8983-8160 8983-8161 8983-8162



8983-8198 8983-8298 8983-8168 8983-8168



890-1570 Ext 6200 890-0666 Ext 6110



890-0555 8910-7711 8910-7711 8910-7711



890-0666 Ext 6119 890-0666 Ext 6118



Export : Suwanto 0818-488956 [email protected] 8983-8032 Copyright © 1997-2003 Advanced Marketing 2000, All Rights Reserved



8983-8138 8910-8040 Ext. 3320 890-0555



U-Channel



METRIC SIZE Standard sectional dimension



Sectional area



Unit mass



Center of gravity



Geometrical moment of inertia



Modulus of section



Radius of gyration of area



w



Cy



Ix



Iy



Zx



Zy



ix



iy



Zx



Zy



kg/m



cm



cm4



cm4



cm3



cm3



cm



cm



cm3



cm3



Modulus of section



AxB



t1



t2



A



mm x mm



mm



mm



cm



75 x 40



5



7



8.818



6.92



1.27



75.9



12.4



20.2



4.54



2.93



1.19



20.2



4.54



100 x 50



5



7.5



11.92



9.36



1.55



189



26.9



37.8



7.82



3.98



1.50



37.8



7.82



125 x 65



6



8



17.11



13.40



1.94



425



65.5



68.0



14.40



4.99



1.96



68



14.4



150 x 75



6.5



10



23.71



18.60



2.31



864



122.0



115.0



23.60



6.04



2.27



115



23.6



150 x 75



9



12.5



30.59



24.00



2.31



1050



147.0



140.0



28.30



5.86



2.19



140



28.3



180 x 75



7



10.5



27.20



21.40



2.15



1380



137.0



150.0



25.50



7.13



2.24



150



25.5



200 x 70



7



10



26.92



21.10



1.85



1620



113.0



162.0



21.80



7.77



2.04



162



21.8



200 x 80



7.5



11



31.33



24.60



2.24



1950



177.0



195.0



30.80



7.89



2.38



195



30.8



200 x 90



8



13.5



38.65



30.30



2.77



2490



286.0



249.0



45.90



8.03



2.72



249



45.9



250 x 90



9



13



44.07



34.60



2.43



4180



306.0



335.0



46.50



9.74



2.64



335



46.5



250 x 90



11



14.5



51.17



40.20



2.39



4690



342.0



375.0



51.70



9.57



2.58



375



51.7



300 x 90



10



15.5



55.74



43.80



2.33



7400



373.0



494.0



56.00



11.50



2.54



494



56



300 x 90



12



16



61.90



48.60



2.25



7870



391.0



525.0



57.90



11.30



2.51



525



57.9



380 x 100



10.5



16



69.39



54.50



2.41



14500



557.0



762.0



73.30



14.50



2.83



762



73.3



380 x 100



13



16.5



78.96



62.00



2.29



15600



584.0



822.0



75.80



14.10



2.72



822



75.8



380 x 100



13



20



85.71



67.30



2.50



17600



671.0



924.0



89.50



14.30



2.80



924



89.5



2



For further information about this product, please contact : better call by DID Name



Local : Sujono Tanti Lisa Pardiman Export : Suwanto



Handphone



0818-148519



E-mail



DID Phone (62-21)



DID Fax (62-21)



8983-8190



890-0666 890-0666 890-0666 8910-8040



0818-965390 0819-702831 0818-871636



[email protected] [email protected] [email protected] [email protected]



8983-8160 8983-8161 8983-8162



8983-8198 8983-8298 8983-8168 8983-8168



0818-488956



[email protected]



8983-8032



8983-8138



Copyright © 1997-2003 Advanced Marketing 2000, All Rights Reserved



IDD Phone (62-21)



890-1570



Ext 6200 Ext 6110 Ext 6119



IDD Fax (62-21)



890-0555



Ext 6118



8910-7711 8910-7711 8910-7711



Ext 6118



890-0555