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BY.... <br /> � - = c. oHaNiaN . RAG�K DE�IIC�N & E1V(�IIVEERIIVC� G�O. <br /> .................................. <br /> 4 3-18 SHEET NO........4............... <br /> DATE .....-......................... 412 1PE T BftOAD�AY, �UITE #204 <br /> LENDALE, dA. 91204 JOB NO...,RD-19371 <br /> SUBJECT........................... TEL:(818)240-3810 <br /> E—�AIL: rackdeqignl�gmail.com <br /> OVERTURNING s.a" s.a" TOP LEVEL LOADING <br /> ��� i� o <br /> M�T=.77 Kx2 x210"x0.66 =213��K ��x�� ''� o W= O.Zp�-f-� .B��=Z.O K LOAD PER COL. <br /> COL. <br /> MR = 5.4Kx44"= 240 K .77K .77K V— .31 K <br /> NO UPLIFT � M�T-.31 Kx2 x192" - 118��K <br /> . . • � c� N COL. <br /> rn <br /> M R = 2.Q Kx44"= 86��K <br /> UPLIFT = � ?8-86 =.73 K <br /> 44" <br /> 44'� <br /> LOAD TO DIAGONAL <br /> ❑ <br /> P �77Kx Co� 42 — �'$ K BOTH SIDES TYP. � I <br /> 1/8 1.5" � �❑ � <br /> FY=55 Ksi � q � <br /> Ae=.26 1�� ` �J � i <br /> rx=.48 �Nfi--�x <br /> L= 52" Pa = 3.1 K '� ` ❑ I <br /> t=.06" �sA� � <br /> � <br /> CHECK WELDS TYP t/8 1.5" <br /> Pn- L.t.F„ - .06x1 .5x65=5.9 K ---- <br /> �t- 2.35 <br /> Pn= 2.5K x2 = 5 K <br /> � SIDES <br /> CHECK SLAB 5400# <br /> 6" CONCRETE SLAB <br /> 1000 —5.4° 5.4x 1 44=777.6° � 2500 PSI. CONC. <br /> 1000 PSF. SOIL <br /> � =28" <br /> a a , <br /> 2 ,�# o ° a , a4 <br /> M= ( �=2 1 x1000x 2 x12=2344 a ° <br /> � i <br /> S_ 12x62 = 72 , 6.5" 7.5„ <br /> 6 �4,. <br /> 2344 = 33 <1 .6 2500 =80 28" <br /> 72 <br />