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job name <br />job no. date <br />engineer dwg. ref <br />tab no. sheet no. <br />e <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />Stub member between rails. Forces used for bolted connection design between stub and main rails <br />Maximum ASD Tension = 702.2 lbf <br />Maximum ASD Compression = 392.3 lbf <br />Maximum ASD Shear 'X' direction = 344.5 lb <br />Maximum ASD Shear 'Y' direction = 130.2 lb <br />1900 E 4th St - <br />1011190678/9/2024