As Per Nit And Tc-Mou Finalized With Bhel , Customer-10-Tmt 8 Mm Is 1786 Fe500/500D , Customer-1-Tmt 8 Mm Is 1786 Fe500/500D , Customer-2-Tmt 8 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 8 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-4-Tmt 8 Mm Is 1786 Fe500/500D , Customer-5-Tmt 8 Mm Is 1786 Fe500/500D , Customer-10-Tmt 10 Mm Is 1786 Fe500/500D , Customer-1-Tmt 10 Mm Is 1786 Fe500/500D , Customer-2-Tmt 10 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 10 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-4-Tmt 10 Mm Is 1786 Fe500/500D , Customer-10-Tmt 12 Mm Is 1786 Fe500/500D , Customer-1-Tmt 12 Mm Is 1786 Fe500/500D , Customer-2-Tmt 12 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 12 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-4-Tmt 12 Mm Is 1786 Fe500/500D , Customer-10-Tmt 16 Mm Is 1786 Fe500/500D , Customer-1-Tmt 16 Mm Is 1786 Fe500/500D , Customer-2-Tmt 16 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 16 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-8-Tmt 16 Mm Is 1786 Fe500/500D , Customer-10-Tmt 20 Mm Is 1786 Fe500/500D , Customer-1-Tmt 20 Mm Is 1786 Fe500/500D , Customer-2-Tmt 20 Mm Is 1786 Fe500/500D;Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 20 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-4-Tmt 20 Mm Is 1786 Fe500/500D , Customer-10-Tmt 25-Mm Is 1786 Fe500/500D , Customer-1-Tmt 25-Mm Is 1786 Fe500/500D , Customer-2-Tmt 25-Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 25-Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-4-Tmt 25-Mm Is 1786 Fe500/500D , Customer-10-Tmt 28 Mm Is 1786 Fe500/500D , Customer-2-Tmt 28 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 28 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-4-Tmt 28 Mm Is 1786 Fe500/500D , Customer-10-Tmt 32 Mm Is 1786 Fe500/500D , Customer-2-Tmt 32 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 32 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-9-Tmt 8 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-9-Tmt 10 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-8-Tmt 16 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-9-Tmt 16 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-8-Tmt 20 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-9-Tmt 25-Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-9-Tmt 32 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-9-Tmt 36 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-1-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 550 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-6-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-1-Tmt 10 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 10 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of550 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 10 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-6-Tmt 10 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-1-Tmt 12 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 12 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 550 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 12 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-6-Tmt 12 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 16 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 550 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 16 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-6-Tmt 16 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 20 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of550 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 20 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-6-Tmt 20 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 25 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 550 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 25 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-6-Tmt 25 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 28 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of550 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 28 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-6-Tmt 28 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 32 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 550 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 32 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-6-Tmt 32 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 36 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 550 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-3-Tmt 36 Mm (Length 10-12 Mtr) Is 1786 Fe550d; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2 Percent Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786.The Actual 0.2 Percent Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2 Percent Proof Stress By More Than 20 Percent , Customer-6-Tmt 36 Mm (Length 10-12 Mtr) Is 1786 Fe550d
