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FRAME RAIL CROSS-SECTION SPECIFICATIONS <br />NOTE: Dark area represents frame reinforcement <br />� 3.021 <br />1."�1" <br />01 0080 <br />01 CAD <br />1-0083 <br />01 CAW <br />01 CAG, 01 CEL <br />i RnftlI <br />01CAJ, 01CGA <br />3.580" <br />.312" <br />10.125" <br />010085 <br />01CBU, 010EZ <br />Side Rail & Reinforcement Descriptions V1 <br />4.000" <br />01 0082 01 0290 <br />01 CGE <br />3.892" <br />A <br />.312" <br />10.8 3" <br />10.112. " <br />.312"01 0086 <br />01CBU/01GBP <br />__................ .. .___.......... __.......... �. .. .... <br />Section Modulus Resisting Bending <br />Feature Code Dimensions (inches) Yield Strength Material # (Inches) Moment (In.-Lhs,) <br />Depth Width Thickness Nominal (psi) Nominal Design <br />Straight Channel Side Rail <br />01CAD 10.250 3.092 0.375 80,000 B 1514 1,211200 <br />_........ ....... <br />01CAG,010EL[3] 10.250 3.610 0.375 120,000 C 16.98 2,037600 <br />..�. ....... ... _.......... � �.... _ ...... � _ _ ._.. ..... <br />01CAJ, 01CGAI3] 10.866 3.622 0.437 120,000 C 20.93 2,511,600 <br />01CAW 12.250 3.380 0.375 120,000 C 21.01 2,311,000 <br />........ ....... <br />01CBU, 010EZ[3] 10.125 3.580 0.312 120,000 C 14.18 1,701,600 <br />01CGE 11.250 4.000 0.500 125,000 C 26.83 3,350,000 <br />Straight Channel Side Rail with Outer"C" Channel Reinforcement <br />_...... <br />312 120,000 C <br />01G& 10,813 3 892 �0.312 _ 120,000 C _ 29'84 3,580,800 <br />NOTES: B=High Strength Low Alloy Steel <br />C =Heat Treated Alloy Steel <br />[1] =Section Modulus: Nominal calculated using design dimensions — indicates the design load capacity of the frame <br />[2] =Reinforcement dimensions and specifications are shown in italics <br />[3] =Limited to 33,000-lb GVWR. <br />HVTM Series -Medium October 2019 01-3 <br />