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ti <br /> • The said steel beam also supports the second story eYterior w�all. <br /> • The said steel beam also supports one end of the roof trusses with a span <br /> of 34'-0". <br /> Based upon the criteria previously described, we have determined that a W l Ox45 A992 <br /> grade �0 steel beam will be adequate to support the loads identified abn��e. <br /> The calculated reaction at each end of the steel beam is 14660 lbs. This load must be <br /> transfened to the foundation with an HSS Sx�x3/l6 steel column as shown on the <br /> enclosed detail on page 5 of 6 of this report. The calculated reaction at the interior steel <br /> beam is 34,670 lbs and must be transferred to the foundation with an HSS Sx5x3/16 steel <br /> column as shown on the enclosed detail on page 4 of 6 of this report. The calculated live <br /> load detlection is 0.32"and the calculated total load deflection is 0.54''. <br /> Our involvement in the design of this structure is limited to the individual members <br /> addressed and specified in this report. The steel beam and columns have been designed <br /> to support vertical loads only. All brace wall and/or horizontal w�ind resisting <br /> requirements remains the responsibility of others. All other engineering and desi�n <br /> remains the responsibility of others. <br /> Sincerelv. <br /> TIBBITS ENGINEERING,P.A. <br /> I hercbt• certift� that this plan, speciFicarioii, or <br /> � ,� report was prepaced b}• me or under m}' direct <br /> supenzsion and that 1 am a duh• I.icensed <br /> J eph M. Paumen, P.E. Professional Engic�eer under the lau>s of the State <br /> Project Engineer of\finnesota. <br /> loseph�i.� <br /> Enc. t <br /> l�ate � l.3 ► License I�o.42342 <br /> 2 <br />