Bolts By Harshad Engineering Works

Normal 0 false false false EN-US X-NONE X-NONE MicrosoftInternetExplorer4 /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Table Normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-priority:99; mso-style-qformat:yes; mso-style-parent:""; mso-padding-alt:0in 5.4pt 0in 5.4pt; mso-para-margin-top:0in; mso-para-margin-right:0in; mso-para-margin-bottom:10.0pt; mso-para-margin-left:0in; line-height:115%; mso-pagination:widow-orphan; font-size:11.0pt; font-family:"Calibri","sans-serif"; mso-ascii-font-family:Calibri; mso-ascii-theme-font:minor-latin; mso-hansi-font-family:Calibri; mso-hansi-theme-font:minor-latin;} Bolts Leveraging on our years of rich experience in this industry; our company is one of the well known manufacturers and suppliers of Bolts. In order to accomplish the varied needs of our clients, these are available in different finishes. We offer a wide range of Bolts in different sizes so that it can be used in various industrial requirements. Available at market leading prices, these are widely appreciated for their durability, sturdy construction and corrosion resistant features.Bolts & Screws Metric (IS 1367 - 1979) Property 4.6 4.8 5.6 8.8 10.9 12.9 Tensile strength Kg mm2 min 40 42 50 80 104 122 Brinnel Hardness min HB10 / 3000 max 114 124 147 219 295 353 209 209 209 285 362 412 Yield stress Kg mm2 min 24 34 30 - - - Stress at permanent Kg mm2 min Set limit of 0.2% - - - 64 94 110 Elongation after Fracture min % 22 14 20 12 9 8 UNC/UNF (BS 1768 - 1963) Property B P S T V X Tensile strength Kg mm2 min 44.1 55.1 78.8 86.6 102.4 118.1 Brinnel Hardness min HB10 / 3000 max - 150 225 250 290 340 - 240 315 340 395 445 Stress at permanent Kg mm2 min Set limit of 0.2% - 31.5 59.9 64.6 78.0 94.5 Elongation after Fracture min % 17 15 18 16 14 12 BSW / BSF / BA (BS 1083 - 1965) Property B P R T V X Tensile strength Kg mm2 min 44.1 55.1 70.9 86.6 102.4 118.1 Brinnel Hardness min HB10 / 3000 max - 152 201 248 293 341 - 240 285 335 370 410 Stress at permanent Kg mm2 min Set limit of 0.2% - - 53.6 64.6 81.9 99.2 Elongation after Fracture min % 17 15 20 16 14 12