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COMPUTATION OF LOADS
STAAD AN
I. Dead Load
From table 204-1 and 204-2 NSCP 2010 6th Edition:
DeadConcrete
Masonry, concrete (for walls)
Floor n!s", cera#!c or $%arry t!le (&'##)
Plaster on t!le or conrete
Steel Cladd!n (for walls) t"!cness ('*+##)
lass
FLOO0 L-1-Lt
#
ro%nd Floor '*23
&nd43t" Floor '*23
Dec '*23
FLOO0 L-1-Lt
#
ro%nd Floor '*23
&nd45t" Floor '*23
Dec '*23
Load for Exterior wall (kN
Load for I!teri
Load for "oor
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COMPUTATION OF LOADS
FLOO0
Sla: &
Floor F!n!s"
Sta!r ;oor t"!cness &
II. Li$e Load
from table 204-2 NSCP 2010:
FROM TABLE 205-1 MINIMUM DESIGN LIVE LOADS (kPa)
GROUND FLOOR LIVE
RECIEVING AREA 1.9
RENTABLE SPACE 1.9
COMFORT ROOM 1.9
GROCERY .!
STORAGE ROOM "
LOBBY .#9
STAIR $.!
%ALL&AY .#9
T%IRD FLOOR LIVE
ROOM 1.9
COMFORT ROOM 1.9
STORAGE ROOM "
%ALL&AY .#9
STAIR $.!
ROOF DEC' 1.
III. Eart%&'ake Load
NSCP #) Sei*mi+ Load De*i,! Co!*iderati
SEISMIC ONE
SOIL TYPE
OCCUPANCY CATEGORY
STRUCTURE
SEISMIC SOURCE TYPE
SEISMIC IMPORTANCE FACTOR
ONE FACTOR
NEAR SOURCE FACTOR N
S-ISMIC CO-FFICI-NT< Ca6'*5'Na,
-+
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COMPUTATION OF LOADS
NUM-0ICAL CO-FFICI-NT< 06?*3(
CT*@('*''3)&9(2*3)89(2*3&
)(&tans)
Do#est!c
F!re0eser=e
8m
7
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COMPUTATION OF LOADS
;ater ;ei,%t (F'll Load:
;ater ;ei,%t (F'll Load 6 997.=7#7 kN
Total Load D%e to /ater Tan 6 5*5'+@ 8 335*@5&5
Total Load D'e to ;ater Ta!k 6 99@.)7>) kN (to 1e
Dens!ty 6 G*?2 NE#+
1ol%#e 6 9r&"
/ater /e!"t (F%ll Load) 6 G*?2(9)(2*3)&(5)(&tans)
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COMPUTATION OF LOADS
LYSIS LOAD COMPUTATION
oads
-.ter!or /all
% -wall
# NE#+ Pa
+*& &2*& '*&5
+*& &2*& '*&5
'*G &2*& '*&5
'*G
Inter!or /all
% -wall
# NE#+ Pa
+*& &2*& '*&5
+*& &2*& '*&5
'*G &2*& '*&5
Floor
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COMPUTATION OF LOADS
t
#
*35 '*5
*2
*35 '*&
LOADS
kPa COMFORT ROOM
kPa DEPARMENT STORE
kPa OFFICE ROOM
kPa %ALL&AY
kPa STORAGE ROOM
kPa STAIR
kPa
kPa
LOADS
kPa ROOM
kPa COMFORT ROOM
kPa STORAGE ROOM
kPa %ALL&AY
kPa STAIR
'Pa
!*
T*+, S
Sa/a Fa3,4
R,/6, C6/,,
T*+, C
1.5
0.
7N871.0
C=6'*3>N=
!+rete
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COMPUTATION OF LOADS
0CMF)
'*'@+2
COLUMN SI3E(INT I2DE2 SI3E EAM SI3E
'*5B'*5# '*+3.'*5# '*+.'*5#
'*5B'*5# '*+3.'*53# '*+3.'*53#
'*5B'*5# '*+3.'*53# '*+3.'*53#
'*5B'*5# '*5.'*3# '*+3.'*53#
8m0 t%i+k!e** 6 9mm
8m
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COMPUTATION OF LOADS
i*tri1'ted o! "oor area
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COMPUTATION OF LOADS
Factors Un!ts&+*35
&2*&
2*2 Pa
'*&5 Pa
'*'+ NE#&
'*+? Pa
-+laddi!, -,la** Load
NE#& Pa NE#
'*'+ '*+? 22*5>5
'*'+ '*+? 22*5>5
'*'+ '*+? +*+'+
Load
NE#
2'*&5?
2'*&5?
&*G+5
NE#+
NE#+
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COMPUTATION OF LOADS
Load
G*52>
2*2
5*@'?
SECOND FLOOR LIVE LOADS
1.9 kPa
.! kPa
2. kPa
.#9 kPa
" kPa
$.! kPa
T% FLOOR LIVE LOADS
1.9 kPa
1.9 kPa
" kPa
.#9 kPa
$.! kPa
NE#&
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COMPUTATION OF LOADS
SLA STAI2 TBICNESS ;ALL(E4T INT
'*&3 '*& '*&
'*&3 '*& '*&
'*&3 '*& '*&
'*&3 '*& '*&
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COMPUTATION OF LOADS
