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LOAD CALCULATIONSJob No. : Rev. No. : R0

Project : Date : 09/03/2016Client : Designed b : vamsiDescri!tion : LOADS ON T"# $AIN ROO% "IP TRUSS C&ec'ed b :

()ilding T !e *Length (o/o) = +,.-- m Area Of walls =

Width (o/o) = ,-.-- m Area Of o enings =

Width mod!le = " of O enings =#a$ s a%ing = .,- m m

&lear ea'e height = /.0- ma * ea'e height = ,.-- m= +,.-- 1

D#AD LOAD 2DL3Wt* of sheet + !rline = +,.-- 4g567

,ead Load (,L) = +.+8 4N56

COLLAT#RAL LOAD&ollateral Load on Rafter = ,.-- 4g567 Other &ollateral Load = ,.-- 4g567

= -.89 4N56 = -.89 4N56

LI # LOAD 2LL3Li'e load/!nit area- roof = ,.-- 4g567

Li'e Load (LL) = ,.;8 4N56 0

<IND LOAD 2<L3#asi% wind s eed (. ) = / m/s,esign wind s eed (. ) = b='+='0='8

where-1 = ro a ilit$ fa%tor (ris %oeffi%ient)

= + errain &ategor$ &lass2 = terrain- height and str!%t!re si e fa%tor 2 B

= +3 = to ogra h$ fa%tor

= +. = / 65s

,esign wind ress!re ( ) = -.;= >7= +.80, 4N567

PR#SUR# CO#%%ICI#NTS:?n%loser %ondition of the !ilding = O!en

4nternal ress!re %oeff*(& i) = -. -

h/w = -.+-= &5@ *+50

l/w = -.8- Table ;= + l5@ *850 &oeff 5or Roof

ternal ress!re %oeff*(& e) : Table / Table , L L&oeff* 5or Wall &oeff* 5or Roof 70*9 70*8Left Right Left Right 71 70*

0 degree 0* 0 70*28 70*9380 70*:0 71 70*890 degree 70*80 70*80 70*;0 70*;0 70*6 71

70*3 71<IND LOAD DIABRA$S:?

Wind Across the Ridge (With -Ve Cpi) Wind Across the Ridge (With +Ve Cpi)-.0/ 0.8/ -.8- 0. 9 +.;/ +;.0,8 +.+- +-. 8

+8. 0 /./ -.-- .//

+./- -./, -.-- -. ,

<ind Parallel to Ridge2<it& E e C!i3+.,- +/. + +.,- +/. +

++. 8 ++. 8+.0- +.0-

m 2

m 2

Roof slo e ( θ )

Wind Angle(<)

Wind Angle (<)

0 o

:8 o

90 o

138 o

1;0o

4N56

4N56

4N56

4N56

4N56

4N564N56

4N56

4N56

4N564N56

4N56

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-.0- -.0-Note:

1) .al!es within the %ir%les are the ,L 2) 7.e 'al!e means- load a lied awa$ from str!%t!re*

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0 , >R :8 ,L70*9 70*8 71

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, = 23*;

h = :*218

a = 8*390*2a = 1*0 ;

one 1 = 1*0 ;, = 23*; m h/d = 0*1 6: 1 one 2 = :*312h = :*2 m one 3 = 1;*:1

18a = 8*390*2a = 1*0 ;

one 1 = 1*0 ; mone 2 = :*312 mone 3 = 1;*:1 m

α =

α = o

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>R 90 , >R 138 , >R 1;0 , >RL L L L70* 71 70*8 70*6 71 70*3 71

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m h/d = 0*1 6: 1

m

mmm

o

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&om inations as er 4? ; 8 art 8

aterials

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