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,. , <br />gY ' G:...OHANIAN... <br />DATE ..... 9.-8-1.4......... <br />SUBJECT........................... <br />BASE F'_ATE <br />RACK DE�1IdN & ENdINEERINC� C0. <br />412 11E�T BROADIIAY, �U1TE 204 SHEET NO...........5 ............. <br />dLSNDAI.E. (iA. 91204 JOB NO....RD-17556.. <br />1'EL:(818)?.40-3810 FAX:(818)240-9819 <br />USE (1)-3/8"0 HILTI KWIK BO _T-TZ ANCHOR <br />PER BASE PL., 2�� EMB. ESR-' 917 <br />SPECIAL INSPECTION IS REQUIRED <br />3/8"d ANCHOR <br />ALLOWABLE TENSION=.S K <br />ALLOWABLE SHEAR=IK <br />"CLR" BEAM <br />Ix=.40 <br />S x=.29 <br />FY=36 Ks�. <br />MOMENT AT BEAM CONNECTION <br />M _ 1.3+1.1 _ 1.2'K <br />CONN.— Z <br />2 <br />� prvET- .25 �3.14 x80x.4=1.5 K <br />Ma = 1.SKx1.5"=2.3'K <br />CONN <br />CHECK SLAB <br />5x50o�=�Z50+100=135ot <br />Z co� <br />�500 - 2'�� 2•�x144=388 °�� <br />� =20'. <br />2 <br />M= ( � 2) x500x Z x12 = 520 k <br />� <br />S_ 12x5Z = 50 <br />6 <br />520 _ 10 < 1.6 � =80 <br />50 <br />"LR" BEAM <br />500 # / LEVEL <br />250 # / BEAM <br />Ix=.22 <br />5- 13 M= 96��X.ZS K= 3.O'K <br />x-• 8 <br />FY=36 Ksi. 5 = 3=0�K-.13 <br />R zZ <br />"LR" BEAM � <br />rv <br />.25"0 RIVET <br />FY =80 Ksi <br />} <br />1350� <br />• � 5'� CONCRE'iE SLAB <br />2500 PSI. CONC. <br />500 PSF. SOIL <br />.a . . <br />.. . ,,. <br />n <br />