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a.4.3 JOIST C-,IRDERS OVEQ 'BASCMCNr <br />LOADmli, AT- CORRIDOR = lI S PSf x 1SLFr = 1.38 K,F <br />LOAD/Nf, Ai LEgSC SPR« = SD P5F x 1';� Fr = 0,96 Ktr <br />PT, LpAD rRoA1 L ALC = 15 PSF x SFr H, X 12 FT = 1, 4 4 K <br />1 µ x <br />LENGTH UNITS? FT <br />WEIGHT UNITS? KIPS <br />ELASTIC MODULUS, E? 1 <br />BEAM SPAN? 16 <br />MOMENT OF INERTIA OF BEAM? 1 <br />NUMBER OF LOADS ON SPAN? 3 <br />LOAD NUMBER 1 <br />LOAD TYPE 1,2,3 OR 4? 1 <br />LOAD WEIGHT, W? 1.44 <br />LOAD STARTING POINT, A? 8 <br />LOAD COVER, C? 0 <br />LOAD NUMBER 2 <br />LOAD TYPE 1,2,3 OR 4? 2 <br />LOAD WEIGHT, W? 7.68 <br />LOAD STARTING POINT, A? 0 <br />LOAD COVER, C? 8 <br />LOAD NUMBER 3 <br />LOAD TYPE 1,2,3 OR 4? 2 <br />LOAD WEIGHT, W? 11.04 <br />LOAD STARTING POINT, A? 8 <br />LOAD COVER, C? 8 „ <br />LEFT REACTION 9.24 KIPS <br />RIGHT REACTION 10.92 KIPS <br />MAXIMUM MOMENT 43.2 KIPS FT <br />AT A DISTANCE X 8 FT )2 43.E <br />MIDSPAN MOMENT = 43.2 KIPS FT s = 1 t Ks = '21G Use 8�/4 <br />MIDSPAN DEFLECTION = 1121.28 FT S=2Ga I- 094 <br />Ok (1�0� ) 1714 = 0.6h c <br />n vg <br />3 i0 oK n <br />JOB NAME: <br />BY: CHECKED: DATE: <br />JOB # r`:7- o-,9 t- <br />SHEETP-)_OF d � <br />