LOAD CALCULATIONS : : : :
Job No. Project Clint Descri!tion
$%ilding T!e
&
Length (o/o) !"th (o/o) !"th mo"#$e %&' &*!ng +$e&, e&e he!ght M&. e&e he!ght Roo $oe ( θ)
= = = = = = =
'(.)) m *).+) m
t o heet #,$!ne De&" Lo&" (DL)
= =
-+.)) 2g345 -.)+ -.) + 2N 2N34 34
+o$$&te,&$ Lo&" on R&te,
= =
).)) 2g345 ).)) ).) ) 2N 2N34 34
L!e $o&"/#n!t &,e& ,oo L!e Lo&" (LL)
= =
,+.)) 2g345 +.(+ +.( + 2N 2N34 34
%&!* 3!n" ee" (4) De!gn 3!n" ee" (46) 3he,e
89 m/ = = 6b#-#(#8
,.)) ,.)) '.)) +.,.,-
Rev. No. Date Designed b C"ec#ed b
LOADS APPLIED ON THE MAIN FRAME-1
: : : :
R0 20/02/2015
m m m
D/AD LOAD 0DL1
COLLAT/RAL LOAD Othe, +o$$&te,&$ Lo&"
= =
).)) 2g345 ).)) ). )) 2N 2N34 34
LI6/ LOAD 0LL1
7IND LOAD 07L1
71 = ,o& ,o&!$!t' !$!t' &*to, &*to, (,!7 (,!7 *oe *oe!*!en !*!ent) t) = 72 = te,,&!n te,,&!n he!ght he!ght &n" t,#*t#,e t,#*t#,e !6e !6e &*to, &*to, ).98 = 78 = too toog,& g,&h h' ' &*to, &*to, = 8;.( 8; .(, , 43 43s s 46 = De!gn 3!n" ,e#,e (6)
= 6 =
Te,,&!n +&tego,'
+$&
2
B
).;6<5 ).,'9 )., '9 2N 2N34 3455 PR/SUR/ CO/==ICI/NTS:>
En*$oe, En*$oe, *on"!t!o *on"!t!on n o the #!$"!n #!$"!ng g = /nclosed ).() Inte,n& Inte,n&$$ ,e#,e ,e#,e *oe(+ *oe(+!) !) =
).() h/3 = = "3?@&-3( (.)( $/3 = = 83(@&l3?@* E.te,n&$ ,e#,e *oe(+e) : !n" Ang$e (>) 0 "eg,ee :0 "eg,ee
Table * +oe Fo, &$$ Let R!ght 090 -025 -050 -050
Table + +oe Fo, Roo Let R!ght -0:850 -0;0 -0<0 -0<0
7IND LOAD DIARABS:> Wind Across the Ridge (With -Ve Cpi) ).,* *.); 2N34 ).()
2N34 *.9, ).9)
Wind Across the Ridge (With +Ve Cpi) -.-* ;.(,- 2N34 ).;)
-.--2N34
2N34 ).(' ).)+
2N34 (.,; ).+)
7ind Parallel to Ridge07it" 6e C!i1 -.)) +.+8 2N34 -.))
2N34 (.*9 ).*+
+.+8 2N34
2N34 8.', ).,)
2N34 8.', ).,)
7ind Parallel to Ridge07it" 6e C!i1 ).;) 8.8( 2N34 ).;)
2N34 -.;; ).8)
2N34 8.8(
8.8( 2N34
2N34 ).)) ).8) Note: 1) 4&$#e 3!th!n the *!,*$e *!,*$ e &,e the DL
2) -4e &$#e me&n $o&" &$!e" &3&' ,om t,#*t#,e
