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AsoLTAllTS,MIC <br />LoADINC : <br />115 PSF r 12FT = I•: <br />W. 1.tB. 4 =5.52 K <br />RUN <br />LENGTH UNITS? FT <br />WEIGHT UNITS? KIPS <br />ELASTIC MODULUS, E? 1 <br />BEAM. SPAN? 8 <br />MOMENT OF INERTIA OF BEAM? 1 <br />NUMBER OF LOADS ON SPAN? 3 <br />LOAD NUMB=R 1 <br />LOAD TYPE 1,2,3 OR 4? 1 <br />LOAD WEIGHT, W? 0.15 <br />LOAD STARTING POINT, A? 4 <br />LOAD COVER, C? Co <br />LOAD NUMBER 2 <br />LOAD TYPE 1,2,3 OR 4? 2 <br />LOAD WEIGHT, W? 5.52 <br />LOAD STARTING POINT, A? 0 <br />LOAD COVER, C? 4 <br />LOAD NUMBER 3 <br />LOAD TYPE 1,2,3 OR 4? 2 <br />LOAD WEIGHT, W? 3.84 <br />LOAD STARTING POINT, A? 4 <br />LOAD COVER, C? 4 <br />LEFT REACTION = 5.175 KIPS <br />RIGHT REACTION 4.335 KIPS <br />MAXIMUM MOMENT = 9.S87599 KIPS <br />AT A DISTANCE X = 3.6 FT <br />MIDSPAN MOMENT = 9.66 KIPS FT <br />MIDSPAN DEFLECTION = 64 FT <br />Ok iaof' <br />RUN 1_72 393 <br />JOB NAME: <br />Wnu D.L. = IS➢SFx 10 Fi=0, 15K <br /><lF rrrw <br />W= 0.9Lx 4c 3.84 K <br />FT • <br />_ IA,. .LL = G4 <br />5o I•Bes, <br />SC. �o= 8Z7 OK <br />G - 10 o.x <br />BY: CHECKED: DATE: _SHEET_ OF / <br />