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Etabs Load Combinations From Nscp 2010
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Etabs Load Combinations From Nscp 2010
Etabs Load Combinations From Nscp 2010Full description...
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WilfredoEnghoy
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DEFINITIONS FROM NSCP Sectons 203.3 o 203.4
page 2-5
D
Dead oad
L
!"eoad # $ed%c!&'e $ed%c!&'e ( 'ess )an 4.* +N ,2 ,2
Mech
!"e oad %s%a''/ d%e o E%!pens E%!pens ( non-$ed%c!&'e ( o$e )an 4.* 1N ,2
Lr
Roo !"e oad
W
!nd P$ess%$e
E
Ea$)%a+e Ea$)%a+e 'oad E E" E)
T
Tepe$a%e 'oad # se' -$es$a!n!ng 'oad
F
oads oads d%e o F'%!ds F'%!ds 6!) 6!) 6e'' 6e'' de7ned de7ned p$ess p$ess%$ %$e e and and Ma Ma88 ) ) # s6!! s6!!ng ng poo' poo' o$ o$ %p'! %p'!9 9 ne ne
H
oads d%e o 'ae$a' p$ess%$e p$ess%$e o so!' and 6ae$ 6ae$
R
Ra!n 'oad on %nde:eced $oo
P
oad d%e o 6ae$ pond!ng
LOAD COMBINATIONS COMBINATIONS FOR ULTIMATE ULTIMATE STRENGTH ( CONC ) OR LRFD ( STEEL ) Equato !"#
%$;.40 D ;.40 F Equato !"# $!
;.20 D ;.20 F ;.20 T ;.<0 Mec) ;.<0 ;.<0 = 0.50 $ Equato !"# $#
;.20 D ;.< $ 0.50 ;.0 Mec) ;.20 D ;.< $ 0.*0 Equato !"# $&
;.20 D ;.<0 0.50 ;.0 Mec) 0.50 $ Equato !"# $'
;.20 D ;.0 E 0.5 ;.0 Mec) Equato !"# $
0.>0 D ;.< ;.< = Equato !"# $
0.>0 D ;.0 E ;.< =
LOAD COMBINATIONS FOR ALLOWABLE STRESS OR SER*ICE LOADS (NSCP !"%" P !$') Equato !"# $+
;.0 D ;.0 F Equato !"# $,
;.0 D ;.0 = ;.0 F ;.0 ;.0 Mec) ;.0 T Equato !"# $%"
;.0 D ;.0 = ;.0 F ;.0 $ Equato !"# $%%
;.0 D ;.0 = ;.0 F 0.?5 0.?5 Mec) 0.?5 $ 0.?5T Equato !"# $%!
;.0 D ;.0 = ;.0 F ;.0 ;.0 D ;.0 = ;.0 F 0.?2 E
LOAD CASES
E@ AONB POS ECC E@ AONB NEB ECC E@ AONB POS ECC E@ AONB NEB ECC SEFT PARTITIONS SPER IMPOSED DEAD OAD #SID FOOR IGE OAD # F ROOF IGE OAD # R IND AONB IND AONB TEMP FID # PIFT =DRO #ATERA
at"e go!ng %p
SER*ICE LIMIT STATE (SLS) FOR FOUNDATION LOADS $ SI-E OF FOOTINGS $ DEFLECTIONS . *IBRATIONS AND CRAC/ WIDTHS E01 E01 E02 E02 DEAD Loa8 Ca9e Co:;< POS ECC NEG ECC POS ECC NEG ECC SELFWT
DEAD
FLOOR
ROOF
MECH
SIDL
LI*E
LI*E
LI*E
3'/4a
WIND WIND 1
2
FLUID F
TEMP
(UPLIFT)
T
3'/4a 5'/4a
H2DRO H La6era7
S%
;.00
;.00
S!
;.00
;.00
;.00
;.00
S#
;.00
;.00
;.00
S&
;.00
;.00
S'
;.00
;.00
0.?5
0.?5
0.?5
S
;.00
;.00
0.?5
0.?5
0.?5
S
;.00
;.00
;.00
S+
;.00
;.00
-;.00
;.00
;.00
S,
;.00
;.00
;.00
;.00
;.00
S%"
;.00
;.00
-;.00
;.00
;.00 ;.00
;.00
;.00
;.00
;.00
;.00
;.00
-;.00
;.00
;.00
0.?5
;.00
;.00
-0.?5
;.00
;.00
;.00
;.00
;.00
;.00
S%%
0.?2
;.00
;.00
;.00
S%!
-0.?2
;.00
;.00
;.00
;.00
;.00
;.00
;.00
;.00
S%#
0.?2
S%&
-0.?2
;.00
;.00
;.00
;.00
S%'
0.?2
;.00
;.00
;.00
;.00
S%
-0.?2
;.00
;.00
;.00
;.00
S%
0.?2
;.00
;.00
;.00
;.00
S%+
-0.?2
;.00
;.00
;.00
;.00
CALCULATION OF EARTH0UA/E *ERTICAL COMPONENT
Ca
F$o Ta&'e ;<-@ HC page 2-34
"<&&
I
= "<'" Ca I D ( UBC Pa>e !$%# or NSCP !"%"
6)e$e Ca 0.44 Na 0.44 #;.
%
0.5 CaI
0.22
J;.200.5CaI
;.42
JJ0.>0-0.5CaI
0.<*
6!) Na ;.0 $o Ta&'e ;<-S (
ULTIMATE LIMIT STATE (ULS) FO Loa8 Ca9e Co:;<
E01 POS ECC
E01 NEG ECC
E02 POS ECC
E02 NEG ECC
DEAD
DEAD
FLOOR
ROOF
SELFWT
SIDL
LI*E
LI*E
3'/4a U%
;.40
;.40
U!
;.20
;.20
;.<0
0.50
U#
;.20
;.20
;.<0
0.50
U&
;.20
;.20
0.50
;.<0
U'
; 20
; 20
; <0
CALCULATION OF EARTH0UA/E *ERTICAL COMPONENT
Ca
F$o Ta&'e ;<-@ HC page 2-34
"<&&
I
= "<'" Ca I D ( UBC Pa>e !$%# or NSCP !"%"
6)e$e Ca 0.44 Na 0.44 #;.
%
0.5 CaI
0.22
J;.200.5CaI
;.42
JJ0.>0-0.5CaI
0.<*
6!) Na ;.0 $o Ta&'e ;<-S (
ULTIMATE LIMIT STATE (ULS) FO Loa8 Ca9e Co:;<
E01 POS ECC
E01 NEG ECC
E02 POS ECC
E02 NEG ECC
DEAD
DEAD
FLOOR
ROOF
SELFWT
SIDL
LI*E
LI*E
3'/4a U%
;.40
;.40
U!
;.20
;.20
;.<0
0.50
U#
;.20
;.20
;.<0
0.50
U&
;.20
;.20
0.50
;.<0
U'
;.20
;.20
;.<0
U
;.20
;.20
;.<0
U
;.20
;.20
;.<0
U+
;.20
;.20
;.<0
U,
;.20
;.20
0.50
0.50
U%"
;.20
;.20
0.50
0.50
U%%
;.20
;.20
0.50
0.50
U%!
;.20
;.20
0.50
0.50
U%#
;.00
?%<&!
?%<&!
0.50
U%&
-;.00
?%<&!
?%<&!
0.50
U%'
;.00
?%<&!
?%<&!
0.50
U%
-;.00
?%<&!
?%<&!
0.50
U%
;.00
?%<&!
?%<&!
0.50
U%+
-;.00
?%<&!
?%<&!
0.50
U%,
;.00
?%<&!
?%<&!
0.50
U!"
-;.00
?%<&!
?%<&!
0.50
U!%
0.>0
0.>0
U!!
0.>0
0.>0
U!#
0.>0
0.>0
U!&
0.>0
0.>0
U!'
;.00
JJ0.<*
JJ0.<*
U!
-;.00
JJ0.<*
JJ0.<*
U!
;.00
JJ0.<*
JJ0.<*
U!+
-;.00
JJ0.<*
JJ0.<*
U!,
;.00
JJ0.<*
JJ0.<*
U#"
-;.00
JJ0.<*
JJ0.<*
U#%
;.00
JJ0.<*
JJ0.<*
U#!
-;.00
JJ0.<*
JJ0.<*
Pa>e !$+! )
6!) 0.40 and So!' T/pe SD 0+ $o Ses!c So%$ce /pe A
CONCRETE USD MECH
WIND
WIND
FLUID F
TEMP
H2DRO
LI*E
1
2
(UPLIFT)
T
H
5'/4a
La6era7
;.40
Equato !"#
%$;.<0
;.20
;.20
;.<0
;.<0
;.20
-;.20
;.<0
;.00
;.40 D ;.40 F Equato !"# $!
0.*0
;.20 D ;.20 F ;.20 T ;.<0 M
-0.*0
;.00
;.<0
;.00
-;.<0
0.*0
Equato !"# $#
-0.*0
;.20 D ;.< $ 0.50 ;.0 Mec ;.20 D ;.< $ 0.*0
;.00
;.<0
Equato !"# $&
;.00
-;.<0
;.20 D ;.<0 0.50 ;.0 M
;.00 ;.00
Equato !"# $'
;.00
;.20 D ;.0 E 0.5 ;.0 Mec)
;.00 ;.00 ;.00 ;.00 ;.00 ;.<0
;.<0
Equato !"# $
-;.<0
;.<0
0.>0 D ;.< ;.< =
;.<0
;.<0
-;.<0
;.<0
Equato !"# $
;.<0
0.>0 D ;.0 E ;.< =
;.<0 ;.<0 ;.<0 ;.<0 ;.<0
;.<0 ;.<0
c) ;.<0 ;.<0 = 0.50 $
)
c) 0.50 $
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