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ft® Project 1 ► t tZ- t� G� '�" j t _ . Sheet <br />tiuct ures Date <br />A DIVIelon of Koanik Engineering PC _ Job No S� a+- O0LP <br />Point LL Point TL Distance — — - -- <br />—_.._...._....._...._.__.. _ — 367 B = 367 1.0 z._.. ._._... ;— ..__.. <br />272 ` C = 272 2.0 <br />197 D = 197 3.0 <br />-._...._._......._.__.._...:.__._;.._ _ 142 E = 142 4.0 <br />103 F = 103 5.0 -- <br />Pt loads: ® Q ® E❑ FF <br />R1 = 757 R2 = 469 _...:... _.:._.........._ <br />SPAN = 7 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />... : : : . <br />j Beam Span 7.0 ft Reaction 1 LL 722 # Reaction 2 LL 434 # <br />_,......_._..__._._._:_...._...:.._._:�_..;.__.1 Beam Wt per ft 10.0 # Reaction 1 TL 757 # Reaction 2 TL 469 # ;......_...;-..._ _............_.__..... <br />Bm Wt Included 70 # Maximum V 757 # <br />—�... _....... _. <br />Max Moment 1221 'W Max V (Reduced) N/A <br />TL Max Deft L 1240 TL Actual DDOL / >1000 <br />LL Max Defl L / 360 LL Actual Defl L / >1000 <br />....... ... <br />--------------- <br />