Determine the available tensile strength (Pa) in kips to the 1st decimal point for the A36 steel plate in accordance to the 14th Edition of AISC LRFD Specifications. The bolts are in standard holes. U = 1.0 [Case 1, AISCS Table D3.1]. Note: For TR L.S., at least 3 possible failure/critical paths must be considered and clearly shownDetermine the available tensile strength (Pa) in kips to the 1st decimal point for the A36 steel plate