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<br /> 15, .4 .-)
<br /> r Pag8Y6-1
<br /> 4 i SAEZ oa@ITHIg© o©H@ HIaaNJad
<br /> ids:SgE3 fl 04
<br /> 1; cranes
<br /> ifv.„
<br /> M (t. m.)
<br /> 2. REACTIONS FOR FOUNDATION PLATE ,--'---„,,
<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 /> R1t 4'R2
<br /> •
<br /> 2.1. REACTIONS MASTE
<br /> ai 2,10m
<br /> K=S178/8
<br /> L=S17 16/8
<br /> Fib- i c..;
<br /> N=S21-S178/8 3
<br /> O=S21 8/8 8xM45 (C25) 8xM45 (C25)
<br /> P=S21 16/8
<br /> g N rn Kt
<br /> 1 7m "' 8xM45 (C60) "' 8xM45
<br /> 60,3m , Kt
<br /> 8xM45 (C25) C:) 4 O La,8xM45
<br /> E K (C50) 8xM45 (C25) (D50)
<br /> 8xM45 (C25) 8xM45 (D50)rn Kt 8xM45 51,4m m Kt
<br /> (C50) 48,7m'' 8xM45
<br /> K 45,7m K �, Kt . O 8xM45
<br /> "' 8xM45 E N
<br /> 8xM45 (D50 8xM45 Kt 8xM45 ' 8xM46
<br /> 39,8 '° 8xM45
<br /> °Ed K °E° K Kt m 0 k 0
<br /> '" 8xM45
<br /> 8xM45 8xM45 8xM45 8xM45
<br /> Kt
<br /> m K ° K 4 0 E O
<br /> M(t.m.) 8xM46
<br /> ,-----,, 8xM45 '8xM45 a 8xM45 K 8xM45 8xM45
<br /> +P(t) E E E E
<br /> -�T(t) cr K m L m L m P P
<br /> 8xM i 45 16xM45 16xM45 16xM45 16xM45
<br /> l
<br /> i l i t 1 I t 1 iri I l r t ) I I
<br /> Rit R 2 S60/8 S60R/16 S60R/16 S7OR/16 S7OR/1 6
<br /> H:48,7 m H:54,4 m H:51,7 m H:66,4 m H:66,4 m
<br /> H(m) 25,1 31 38,9 48,7 51,7 64,6 60,5 66,4
<br /> M(Tin) 245,6 282,2 325,6 436,8 462,5 498 591 893,2
<br /> U T(t) 4,7 5,4 6 7,3 7,6 7,9 14 15
<br /> P(t) 55,6 58,3 60,9 86,2 68,6 70 75,8 78
<br /> crane hook height= 126 ft Cgag oPbtderzo‘s
<br /> or 38,4 m M :3, go Pvk N4LL go r exceets
<br /> T= 16.1 kips /1,4 x Sea_VZCE Lo4DS.
<br /> U Consultamos-Consultatecl-Consult us-Nous co ) P- 146 kips
<br /> tZc& $ DE4D Lo40 CrA/L y
<br /> SOIL ALLOWABLE BEARING bogy wor r,�cL argh
<br /> PRESSURE PER GEOTECH = 12 SF a,e SE...e.rAt.TC LD40S.
<br /> 2# CHAPTER 5A-ERECTION WITH ANCHOR VERSION
<br /> February 2015 Rev.0.1
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