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4 2 i <br /> Page 8 of 8 <br /> SAEz EIM@4121DVEIQM@ MLalvn]ML61d <br /> I, cranes <br /> 4d@ 00E3 f104 <br /> m.) <br /> 2. REACTIONS FOR FOUNDATION PLATE M (t. - <br /> P (t) <br /> M=Moment of overturning. <br /> P=Vertical effort. --►T(t) <br /> T=Horizontal effort. <br /> R1-R2=Maximum reaction of traction and compression. <br /> R11' 4/R2 <br /> 2.1. REACTIONS MASTE <br /> r6 2,10m <br /> K=S178/8 T <br /> L=S1716/8 <br /> N=S21-S178/8 U <br /> 0=521 8/8 8xM45 T(C211 8xM45C(__2_5)_ <br /> P=521 16/8 <br /> m N m <t <br /> 4 , <br /> 17m ... 8xM45 (C50) `6 8xM45 <br /> 80,3m E <br /> m <1 <br /> 8xM45 (C25) <11 o 0 "'8xM45 <br /> E K (C50) BxM45 (C25)F (D50) <br /> 8xM45 (C25) " 8xM45 (050)m q 8xM45 61,4m m {t <br /> (C50) 48,7m°'BxM46 <br /> EE 45,7m E E E 8xM45 <br /> ro <br /> K K vi {t � 0 <br /> BxM48 m N <br /> 8xM45 (D50) 8xM45 m {t 8xM45 " 8xM45 <br /> 39,8m " 8xM45 <br /> E K m K m {t 0 m <br /> E 0 <br /> " 8xM45 .- <br /> 8xM45 8xM45 8xM45 8xM45 <br /> E <br /> q <br /> m K m K ro 0 m 0 <br /> M(I.m.) E 8xM45 <br /> �� 8xM45 8xM45 m 50M46 K ,8xM45 8xM45 <br /> N <br /> P(t) <br /> mE E E E <br /> -rT(t) 7 K m L m L P m p <br /> 8xM45 16xM45 16xM45 16xM45 16xM45 <br /> I I )---I I 11 I 11 I I I <br /> Rit 1'R2 860/8 860R/16 S6DR/16 S70R/16 S70R/16 <br /> H:48,7 m H:54,4 m H:51,7 m H.66,4 m H:68,4 m <br /> H(m) 25,1 31 36,9 48,7 51,7 64,6 60,5 66,4 <br /> vg M(T•m) 245,6 282,2 325,6 436,6 462,5 498 591 693,2 <br /> 0 T(t) 4,7 5,4 6 7,3 7,6 7,9 14 - 15 <br /> P(t) 55,6 58,3 60,9 66,2 68,6 70 75,8 78 <br /> crane hook height= 126 ft <br /> or 38.4 m M=2865 k-ft <br /> T= 16.1 kips <br /> (I)Consultamos-Consultatecl-Consult us-Nous consi P= 146 kips <br /> SOIL ALLOWABLE BEARING <br /> PRESSURE PER GEOTECH = 12 KSF <br /> Zif CHAPTER 5A-ERECTION WITH ANCHOR VERSION <br /> February 2015_Rev,0.1 <br />