{"id":19178,"date":"2021-10-04T02:12:15","date_gmt":"2021-10-04T02:12:15","guid":{"rendered":"https:\/\/www.amsteel.com.my\/amsteel\/?page_id=19178"},"modified":"2021-11-08T06:21:44","modified_gmt":"2021-11-08T06:21:44","slug":"hot-rolled-steel-bars-for-the-reinforcement-of-concrete","status":"publish","type":"page","link":"https:\/\/www.amsteel.com.my\/amsteel\/hot-rolled-steel-bars-for-the-reinforcement-of-concrete\/","title":{"rendered":"Hot Rolled Steel Bars for The Reinforcement of Concrete"},"content":{"rendered":"[vc_section][vc_row full_width=”stretch_row_content” element_id=”656382″][vc_column][vc_single_image image=”19145″ img_size=”full”][\/vc_column][\/vc_row][\/vc_section][vc_section][vc_row full_width=”stretch_row_content” element_id=”471160″ css=”.vc_custom_1633421076600{padding-right: 50px !important;padding-left: 50px !important;}”][vc_column width=”1\/12″][\/vc_column][vc_column width=”10\/12″][vc_empty_space height=”48px”][vc_column_text animation_delay=”0″]<< Back to Steel Bars<\/a>[\/vc_column_text][vc_empty_space][vc_column_text animation_delay=”0″]\n

Hot Rolled Steel Bars for The Reinforcement of Concrete<\/h1>\n[\/vc_column_text][vc_empty_space][vc_column_text animation_delay=”0″]Hot Rolled Steel Bars for The Reinforcement of Concrete<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Specification<\/th>\nGrade<\/th>\nChemical Composition (%)<\/th>\nSize (mm)<\/th>\nMin Yield (N\/mm2<\/span><\/sup>)<\/th>\nMin Tensile (N\/mm2<\/span><\/sup>)<\/th>\nMin Stress Ratio<\/th>\nMin EL GL=5.65 \u221a SO (%)<\/th>\nTotal EL of Max Load Min Agt (%)<\/th>\nFormer \u2205 for 180\u2218<\/sup> Bend Test (mm)<\/th>\nFormer \u2205 for 45\u2218<\/sup> Rebend Test (mm)<\/th>\nFormer \u2205 for 90\u2218<\/sup> Rebend Test (mm)<\/th>\n<\/tr>\n
C % Max<\/th>\nSi % Max<\/th>\nMn % Max<\/th>\nP % Max<\/th>\nS % Max<\/th>\nCU % Max<\/th>\nCE % Max<\/th>\nN % Max<\/th>\n<\/tr>\n<\/thead>\n
MS 144 : 2014<\/td>\nPlain Bar G250<\/td>\n0.22<\/td>\n–<\/td>\n–<\/td>\n0.050<\/td>\n0.050<\/td>\n0.080<\/td>\n0.42<\/td>\n0.012<\/td>\n5.5-12<\/td>\n250<\/td>\n–<\/td>\n1.15<\/td>\n–<\/td>\n5<\/td>\n5D<\/td>\n–<\/td>\n–<\/td>\n<\/tr>\n
MS 146 : 2014<\/td>\nHigh Yield Deformed Bar GB500B<\/td>\n0.22<\/td>\n–<\/td>\n–<\/td>\n0.050<\/td>\n0.050<\/td>\n0.080<\/td>\n0.50<\/td>\nAll Sizes<\/td>\n500-600<\/td>\n–<\/td>\n1.08<\/td>\n–<\/td>\n5<\/td>\n–<\/td>\n–<\/td>\n\u226416=4D
\n>16=7D<\/td>\n<\/tr>\n
MS 146 : 2006<\/td>\nPlain Bar G250<\/td>\n0.25<\/td>\n–<\/td>\n–<\/td>\n0.060<\/td>\n0.060<\/td>\n–<\/td>\n0.42<\/td>\nAll Sizes<\/td>\n250<\/td>\n–<\/td>\n1.05<\/td>\n22<\/td>\n–<\/td>\n2D<\/td>\n2D<\/td>\n–<\/td>\n<\/tr>\n
BS 4449 : 1997<\/td>\nHigh Yield Deformed Bar G460<\/td>\n0.25<\/td>\n–<\/td>\n–<\/td>\n0.050<\/td>\n0.050<\/td>\n–<\/td>\n0.51<\/td>\n0.012<\/td>\nAll Sizes<\/td>\n460<\/td>\n–<\/td>\n1.08<\/td>\n14<\/td>\n5<\/td>\n–<\/td>\nD\u226416=5D
\nD>16=7D<\/td>\n		–<\/td>\n<\/tr>\n
Plain Bar G250<\/td>\n0.25<\/td>\n–<\/td>\n–<\/td>\n0.060<\/td>\n0.060<\/td>\n0.060<\/td>\n0.42<\/td>\nAll Sizes<\/td>\n250<\/td>\n–<\/td>\n1.15<\/td>\n22<\/td>\n–<\/td>\n–<\/td>\n2D<\/td>\n–<\/td>\n<\/tr>\n
BS 4449 : 2005 GB500B<\/td>\nHigh Yield Deformed Bar GB500B<\/td>\n0.22<\/td>\n–<\/td>\n–<\/td>\n0.050<\/td>\n0.050<\/td>\n0.080<\/td>\n0.50<\/td>\n10-40<\/td>\n500<\/td>\n–<\/td>\n1.08<\/td>\n–<\/td>\n5<\/td>\n–<\/td>\n–<\/td>\n\u226416=4D
\n>16=7D<\/td>\n<\/tr>\n
SS2 PART 2 : 1999<\/td>\nHigh Yield Deformed Bar G500<\/td>\n0.22<\/td>\n0.60<\/td>\n1.70<\/td>\n0.050<\/td>\n0.050<\/td>\n–<\/td>\n0.50<\/td>\n0.012<\/td>\nAll sizes<\/td>\n500<\/td>\n550<\/td>\n1.05<\/td>\n14<\/td>\n2.5<\/td>\n20-250<\/td>\n–<\/td>\n32-400<\/td>\n<\/tr>\n
SS1 PART 1 : 1999<\/td>\nPlain Bar G300<\/td>\n–<\/td>\n–<\/td>\n–<\/td>\n0.060<\/td>\n0.060<\/td>\n–<\/td>\nNil<\/td>\n6-20<\/td>\n300<\/td>\n330<\/td>\n1.10<\/td>\n16<\/td>\n–<\/td>\n12.50-63<\/td>\n–<\/td>\n–<\/td>\n<\/tr>\n
SS 560:2016<\/td>\nHigh Yield Deformed Bar GB500B<\/td>\n0.22<\/td>\n–<\/td>\n–<\/td>\n0.050<\/td>\n0.050<\/td>\n0.080<\/td>\n0.050<\/td>\n10.40<\/td>\n500<\/td>\n–<\/td>\n1.08<\/td>\n–<\/td>\n5<\/td>\n\u226416=3D
\n>16=6D<\/td>\n		–<\/td>\n\u226416=4D
\n>16=7D<\/td>\n<\/tr>\n
AS\/NZS 4671 : 2001<\/td>\nHigh Yield Deformed Bar G500N<\/td>\n0.22<\/td>\n–<\/td>\n–<\/td>\n0.050<\/td>\n0.050<\/td>\n–<\/td>\n0.44<\/td>\n–<\/td>\n12-36<\/td>\n500-650<\/td>\n–<\/td>\n1.08<\/td>\n–<\/td>\n5<\/td>\nD\u226520-4D<\/td>\n–<\/td>\nD\u226416=4D<\/td>\n<\/tr>\n
Deformed Bar G250N<\/td>\n0.22<\/td>\n–<\/td>\n–<\/td>\n0.050<\/td>\n0.050<\/td>\n–<\/td>\n0.43<\/td>\n–<\/td>\n12-36<\/td>\n250<\/td>\n–<\/td>\n1.08<\/td>\n–<\/td>\n5<\/td>\nD\u226520-4D<\/td>\n–<\/td>\nD\u226416=4D<\/td>\n<\/tr>\n
High Yield Deformed Bar G500E<\/td>\n0.22<\/td>\n–<\/td>\n–<\/td>\n0.050<\/td>\n0.050<\/td>\n–<\/td>\n0.49<\/td>\n–<\/td>\n6-40<\/td>\n500-800<\/td>\n–<\/td>\n1.15-1.40<\/td>\n–<\/td>\n10<\/td>\nD\u226520-4D<\/td>\n–<\/td>\nD\u226416=4D<\/td>\n<\/tr>\n
Deformed Bar G300E<\/td>\n0.22<\/td>\n–<\/td>\n–<\/td>\n0.050<\/td>\n0.050<\/td>\n–<\/td>\n0.43<\/td>\n<\/td>\n6-25<\/td>\n300-380<\/td>\n–<\/td>\n1.15-1.50<\/td>\n–<\/td>\n15<\/td>\nD\u226520-4D<\/td>\n–<\/td>\nD\u226416=4D<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n[\/vc_column_text][vc_empty_space][vc_column_text animation_delay=”0″]\n\n\n\n<\/colgroup>\n\n<\/colgroup>\n\n\n\n\n\n\n\n\n
\n
Note:<\/div>\n<\/td>\n
CE:<\/td>\n\"\"<\/td>\n<\/tr>\n
EL:<\/td>\nElongation<\/td>\n<\/tr>\n
GL:<\/td>\nGauge Length<\/td>\n<\/tr>\n
SO:<\/td>\n\n
\n
Original Cross Sectional Area of Thest Piece<\/div>\n<\/div>\n<\/td>\n<\/tr>\n
D:<\/td>\n\n
\n
Nominal Size of Bar<\/div>\n<\/div>\n<\/td>\n<\/tr>\n
\"\":<\/td>\nDiameter<\/td>\n<\/tr>\n
Torsid Bars:<\/td>\n\n
\n
TORSID bars are produced from low carbon steel by a special heat treatment process during rolling giving the bar an exceptional combination of strength, toughness, ductility and weldability and has the exact properties of TEMPCORE bars. It complies with all the test requirement of BS 4449 : 1997, MS 146 : 2000, SS2 PART 1 & 2 : 1999 and AS\/NZS 4671 : 2001 pertaining to yield stress, tensile strength, elongation, bending, rebending and weldability<\/div>\n<\/div>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n[\/vc_column_text][vc_empty_space][vc_column_text animation_delay=”0″]Weight Table and Sizes for MS 146 : 2014 Standards<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Nominal Diameter (mm)<\/th>\nCross-Sectional Area (mm2<\/span><\/sup>)<\/th>\nMass Per Meter run (kg\/m)<\/th>\nPieces Per Bundle(12m)<\/th>\nNominal Weight Per Bundle (MT)<\/th>\nDeviation Over and Under The Nominal Mass Per Meter Run (%)<\/th>\n<\/tr>\n<\/thead>\n
8<\/td>\n50.3<\/td>\n0.395<\/td>\n200<\/td>\n0.948<\/td>\n\u00b1 6.0%<\/td>\n<\/tr>\n
10<\/td>\n78.5<\/td>\n0.617<\/td>\n138<\/td>\n1.020<\/td>\n\u00b1 4.5%<\/td>\n<\/tr>\n
12<\/td>\n113.10<\/td>\n0.888<\/td>\n96<\/td>\n1.023<\/td>\n<\/tr>\n
13<\/td>\n133<\/td>\n1.04<\/td>\n80<\/td>\n0.998<\/td>\n<\/tr>\n
16<\/td>\n201<\/td>\n1.58<\/td>\n54<\/td>\n1.024<\/td>\n<\/tr>\n
20<\/td>\n314<\/td>\n2.47<\/td>\n34<\/td>\n1.008<\/td>\n<\/tr>\n
22<\/td>\n380<\/td>\n2.98<\/td>\n28<\/td>\n1.001<\/td>\n<\/tr>\n
25<\/td>\n491<\/td>\n3.85<\/td>\n22<\/td>\n1.016<\/td>\n<\/tr>\n
28<\/td>\n616<\/td>\n4.83<\/td>\n18<\/td>\n1.043<\/td>\n<\/tr>\n
32<\/td>\n804<\/td>\n6.31<\/td>\n14<\/td>\n1.060<\/td>\n<\/tr>\n
40<\/td>\n1257<\/td>\n9.86<\/td>\n9<\/td>\n1.065<\/td>\n<\/tr>\n
50<\/td>\n1963<\/td>\n15.4<\/td>\n11<\/td>\n2.033<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n[\/vc_column_text][vc_empty_space][vc_column_text animation_delay=”0″]Weight Table and Sizes for MS 144 : 2014 Standards<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n
Nominal Diameter (mm)<\/th>\nCross-Sectional Area (mm2<\/span><\/sup>)<\/th>\nMass Per Meter run (kg\/m)<\/th>\nPieces Per Bundle(12m)<\/th>\nNominal Weight Per Bundle (MT)<\/th>\nDeviation Over and Under The Nominal Mass Per Meter Run (%)<\/th>\n<\/tr>\n<\/thead>\n
5.5<\/td>\n23.8<\/td>\n0.187<\/td>\n450<\/td>\n1.010<\/td>\n\u00b1 6.0%<\/td>\n<\/tr>\n
6<\/td>\n28.3<\/td>\n0.222<\/td>\n375<\/td>\n0.999<\/td>\n<\/tr>\n
6.5<\/td>\n33.1<\/td>\n0.260<\/td>\n320<\/td>\n0.998<\/td>\n<\/tr>\n
7<\/td>\n38.5<\/td>\n0.302<\/td>\n276<\/td>\n1.000<\/td>\n<\/tr>\n
8<\/td>\n50.3<\/td>\n0.395<\/td>\n200<\/td>\n0.948<\/td>\n<\/tr>\n
9<\/td>\n63.6<\/td>\n0.499<\/td>\n168<\/td>\n1.006<\/td>\n\u00b1 4.5%<\/td>\n<\/tr>\n
10<\/td>\n78.5<\/td>\n0.617<\/td>\n138<\/td>\n1.022<\/td>\n<\/tr>\n
12<\/td>\n113<\/td>\n0.888<\/td>\n96<\/td>\n1.023<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n[\/vc_column_text][vc_empty_space][vc_column_text animation_delay=”0″]Weight Table and Sizes for SS2 Part 2 & Part 1 : 1999 Standards<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Nominal Diameter (mm)<\/th>\nCross-Sectional Area (mm2<\/span><\/sup>)<\/th>\nMass Per Meter run (kg\/m)<\/th>\nPieces Per Bundle(12m)<\/th>\nNominal Weight Per Bundle (MT)<\/th>\nDeviation Over and Under The Nominal Mass Per Meter Run (%)<\/th>\n<\/tr>\n<\/thead>\n
10<\/td>\n78.3<\/td>\n0.617<\/td>\n138<\/td>\n1.022<\/td>\n\u00b1 5.0%<\/td>\n<\/tr>\n
12<\/td>\n113.1<\/td>\n0.888<\/td>\n96<\/td>\n1.023<\/td>\n<\/tr>\n
13<\/td>\n133.0<\/td>\n1.042<\/td>\n80<\/td>\n1.000<\/td>\n<\/tr>\n
16<\/td>\n201.1<\/td>\n1.579<\/td>\n54<\/td>\n1.023<\/td>\n<\/tr>\n
20<\/td>\n314.0<\/td>\n2.466<\/td>\n34<\/td>\n1.006<\/td>\n<\/tr>\n
22<\/td>\n380.0<\/td>\n2.984<\/td>\n28<\/td>\n1.003<\/td>\n<\/tr>\n
26<\/td>\n491.0<\/td>\n3.854<\/td>\n24<\/td>\n1.023<\/td>\n\u00b1 4.0%<\/td>\n<\/tr>\n
28<\/td>\n616.0<\/td>\n4.834<\/td>\n22<\/td>\n1.017<\/td>\n<\/tr>\n
32<\/td>\n804.0<\/td>\n6.313<\/td>\n18<\/td>\n1.044<\/td>\n<\/tr>\n
38<\/td>\n1134.0<\/td>\n8.905<\/td>\n14<\/td>\n1.061<\/td>\n<\/tr>\n
40<\/td>\n1256.0<\/td>\n9.864<\/td>\n11<\/td>\n1.055<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n[\/vc_column_text][vc_empty_space][vc_column_text animation_delay=”0″]Weight Table and Sizes for AS\/NZS 4671 : 2001 and BS 4449 : 2005 GB500B and SS560 : 2016 Standards<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Nominal Diameter (mm)<\/th>\nCross-Sectional Area (mm2<\/span><\/sup>)<\/th>\nMass Per Meter run (kg\/m)<\/th>\nPieces Per Bundle(12m)<\/th>\nNominal Weight Per Bundle (MT)<\/th>\nDeviation Over and Under The Nominal Mass Per Meter Run (%)<\/th>\n<\/tr>\n<\/thead>\n
8<\/td>\n50.3<\/td>\n0.395<\/td>\n200<\/td>\n0.948<\/td>\n\u00b1 0.60%<\/td>\n<\/tr>\n
10<\/td>\n78.5<\/td>\n0.617<\/td>\n138<\/td>\n1.022<\/td>\n\u00b1 0.45%<\/td>\n<\/tr>\n
12<\/td>\n113<\/td>\n0.888<\/td>\n96<\/td>\n1.023<\/td>\n<\/tr>\n
16<\/td>\n201<\/td>\n1.58<\/td>\n54<\/td>\n1.024<\/td>\n<\/tr>\n
20<\/td>\n314<\/td>\n2.47<\/td>\n34<\/td>\n1.008<\/td>\n<\/tr>\n
24<\/td>\n452<\/td>\n3.55<\/td>\n24<\/td>\n1.023<\/td>\n<\/tr>\n
25<\/td>\n491<\/td>\n3.85<\/td>\n22<\/td>\n1.016<\/td>\n<\/tr>\n
28<\/td>\n616<\/td>\n4.83<\/td>\n18<\/td>\n1.043<\/td>\n<\/tr>\n
32<\/td>\n804<\/td>\n6.31<\/td>\n14<\/td>\n1.060<\/td>\n<\/tr>\n
36<\/td>\n1020<\/td>\n7.99<\/td>\n10<\/td>\n1.068<\/td>\n<\/tr>\n
40<\/td>\n1257<\/td>\n9.86<\/td>\n9<\/td>\n1.065<\/td>\n<\/tr>\n
50<\/td>\n1963<\/td>\n15.4<\/td>\n11<\/td>\n2.033<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n[\/vc_column_text][\/vc_column][vc_column width=”1\/12″][\/vc_column][\/vc_row][vc_row][vc_column][vc_empty_space height=”80px”][\/vc_column][\/vc_row][\/vc_section]\n","protected":false},"excerpt":{"rendered":"

[vc_section][vc_row full_width=”stretch_row_content” element_id=”656382″][vc_column][vc_single_image image=”19145″ img_size=”full”][\/vc_column][\/vc_row][\/vc_section][vc_section][vc_row full_width=”stretch_row_content” element_id=”471160″ css=”.vc_custom_1633421076600{padding-right: 50px !important;padding-left: 50px !important;}”][vc_column width=”1\/12″][\/vc_column][vc_column width=”10\/12″][vc_empty_space height=”48px”][vc_column_text animation_delay=”0″]<< Back to Steel Bars[\/vc_column_text][vc_empty_space][vc_column_text animation_delay=”0″] Hot Rolled Steel Bars for The Reinforcement of Concrete [\/vc_column_text][vc_empty_space][vc_column_text animation_delay=”0″]Hot Rolled Steel Bars for The Reinforcement of Concrete Specification Grade Chemical Composition (%) Size (mm) Min Yield (N\/mm2) Min Tensile (N\/mm2) Min Stress […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"page-vc.php","meta":{"footnotes":""},"class_list":["post-19178","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.amsteel.com.my\/amsteel\/wp-json\/wp\/v2\/pages\/19178"}],"collection":[{"href":"https:\/\/www.amsteel.com.my\/amsteel\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.amsteel.com.my\/amsteel\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.amsteel.com.my\/amsteel\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.amsteel.com.my\/amsteel\/wp-json\/wp\/v2\/comments?post=19178"}],"version-history":[{"count":21,"href":"https:\/\/www.amsteel.com.my\/amsteel\/wp-json\/wp\/v2\/pages\/19178\/revisions"}],"predecessor-version":[{"id":19579,"href":"https:\/\/www.amsteel.com.my\/amsteel\/wp-json\/wp\/v2\/pages\/19178\/revisions\/19579"}],"wp:attachment":[{"href":"https:\/\/www.amsteel.com.my\/amsteel\/wp-json\/wp\/v2\/media?parent=19178"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}