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014'40.4041.4
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<br /> � - -- Page 8of8_ SAEZ ` 'o �fiNUC i©M% DAaaUad
<br /> a R9f
<br /> , f; Cranes ,.
<br /> M (t, m.)
<br /> 2. REACTIONS FOR FOUNDATION PLATE ,-Th .
<br /> P (t)
<br /> M=Moment of overturning.
<br /> P=Vertical effort. -►T(t) ill •
<br /> T=Horizontal effort. .
<br /> R1-R2=Maximum reaction of traction and compression. M'
<br /> . R1t 4'R2
<br /> 2.1. REACTIONS MASTE
<br /> 02,10m O
<br /> K=S178/8
<br /> L=51716/8
<br /> N=321-317 818 (;2)
<br /> 0=521 8/8 85M45 (C25) 8xM45 (C25)
<br /> P=521 16/8
<br /> E N rnKt
<br /> co 1 7m 'O 8xM45 (6C05:,),, '8xM45
<br /> . Kt
<br /> 8xM45 (C25) <j) 4 O w,8xM45
<br /> m K (C50) 8xM45 (025)1: (D50)
<br /> 8xM45 C25 8xM45 (D50)aE, Kt 8xM45 51,4m m
<br /> 50 48,7m' 8xM45 Y Kt
<br /> 450,7m m St m 8xM45
<br /> ;77K - OxM45 , N
<br /> 050 8xM45 rn <t - 8xM45 ' 8xM46
<br /> 39,8 "' 8xM45
<br /> m m K rnKt m a m a
<br /> 8xM45
<br /> 8xM45- 8xM45 8xM45
<br /> E
<br /> E E Kt E E
<br /> R. m K ro 0 m 0
<br /> M(t.m.) E 86M45
<br /> /� 80445 m 8xM45 K 8xM45 8xM45
<br /> N
<br /> P(t)
<br /> Em m E E
<br /> -+T(t) m L L m P m P
<br /> ZZ
<br /> 16xM45 16xM45 16xM45 16xM45
<br /> I mem I I I J 1 ti I 1
<br /> R1t 1 R 2 560/8 360R116 38011/16 370R/16 870R/16
<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 36,9 48,7 51,7 54,6 60,5 66,4
<br /> ug MIT;) 245,6 282,2 325,6 436,6 462,5 498 591 693,2
<br /> o 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 ? cAZde BPS '.r49rS
<br /> or 38.4 nn M=2 J
<br /> ft- ,/6® P-k . iwt_ A/O Y exC
<br /> T= 16.1 kips /14K SE,rm1Z.c GOADS.
<br /> U Cansultamos-Consullafecl-Consult Us-Nous co Y P= 146 kips
<br /> !rt/E $ Dei4D LO)40 adz_
<br /> SOIL ALLOWABLE BEARING bogy ,,✓Or 'CL arevh
<br /> PRESSURE PER GEOTECH = 12 SF o SE.rrntG L440S
<br /> •
<br /> Z# CHAPTER 5A-ERECTION WITH ANCHOR VERSION
<br /> gg . pS 'tit3 ° sPvlo:: lE ,:o.Es �"
<br /> 1 .. $ f i�:$C�E�E:e.`' FOR Via-�voN z� r g meg:
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