first floor slab calcualtions block 1&2 part a&b r1.pdf
TRANSCRIPT
-
MSN
PR
E-ST
RES
SED
CO
NC
RET
EC
AP
ITA
L IN
VES
TMEN
T -L
LC &
AL
NA
HD
HA
IN
VES
TMEN
T
MU
SSA
FAH
GA
RD
ENS,
TW
O R
ESID
ENTI
AL
TOW
ERS
Bloc
k -1
Par
t A
- 1s
t flo
or S
lab
R0.
cpt
3/12
/201
5
RAM
Con
cept
2
012
Bent
ley
Syst
ems,
Inc
.RA
M C
once
pt
is a
tra
dem
ark
of B
entle
y Sy
stem
s
5.0
-
Geometry Units
Plan Dimensions: meters Slab Thickness: mm Support Dimensions: mm
Angles: degrees Elevations: mm Support Height: meters
Loading and Reaction Units
Point Force: kN Line Force: kN/m Area Force: kN/m
- Report As Zero: 0 kN - Report As Zero: 0 kN/m - Report As Zero: 0 kN/m
Point Moment: kN-m Line Moment: kN Area Moment: kN/m
- Report As Zero: 0 kN-m - Report As Zero: 0 kN - Report As Zero: 0 kN/m
Spring and Stiffness Units
Point Force Spring: kN/mm Line Force Spring: kN/mm Area Force Spring: N/mm
Point Moment Spring: kN-m/rad Line Moment Spring: kN/rad Area Moment Spring: kN/m-rad
Slab Analysis Units
Force: kN Moment: kN-m Concrete Stress: N/mm
- Report As Zero: 0 kN - Report As Zero: 0 kN-m - Report As Zero: 0 N/mm
Force Per Width: kN/m Moment Per Width: kN Deflection: mm
- Report As Zero: 0 kN/m - Report As Zero: 0 kN - Report As Zero: 0 mm
Materials Units
Concrete Volume: cu. m Reinforcing Area: sq. mm PT Force: kN
Reinforcement Weight: tonnes Tendon Profile: mm Reinforcing Stress: N/mm
PT Weight: kg Cover: mm
Miscellaneous Units
Floor Area: sq. m Density: kg/m Elongations: mm
Tendon Angles (for friction): radians
MSN PRE-STRESSED CONCRETE - Block -1 Part A - 1st floor Slab R0.cpt - 3/12/2015
Units
Units - 2
-
Positive Loads
Positive Analysis
Positive Reactions
MSN PRE-STRESSED CONCRETE - Block -1 Part A - 1st floor Slab R0.cpt - 3/12/2015
Signs
Signs - 3
-
Concrete MixMix Name
Density (kg/m)
Density ForLoads (kg/m)
f'ci(N/mm)
f'c(N/mm)
fcui(N/mm)
fcu(N/mm)
Poissons Ratio Ec Calc
User Eci(N/mm)
User Ec(N/mm)
C20/25 2400 2400 16 20 20 25 0.2 Code 20000 22500
C25/30 2400 2400 20 25 25 30 0.2 Code 22500 25000
C28/35 2400 2400 20 28 25 35 0.2 Code 22500 26500
C30/37 2400 2400 20 30 25 37 0.2 Code 22500 27500
C32/40 2400 2400 20 32 25 40 0.2 Code 22500 28500
C35/45 2400 2400 20 35 25 45 0.2 Code 22500 30000
C40/50 2400 2400 20 40 25 50 0.2 Code 22500 32000
C45/55 2400 2400 20 45 25 55 0.2 Code 22500 33500
C50/60 2400 2400 20 50 25 60 0.2 Code 22500 35000
C55/67 2400 2400 20 55 25 67 0.2 Code 22500 37000
C60/75 2400 2400 20 60 25 75 0.2 Code 22500 39000
C70/85 2400 2400 20 70 25 85 0.2 Code 22500 41500
PT SystemsSystem Name Type
Aps(sq. mm)
Eps(N/mm)
fse(N/mm)
fpy(N/mm)
fpu(N/mm)
Duct Width(mm)
StrandsPer Duct
Min Radius(meters)
12.9mm Bonded bonded 100 195000 1100 1580 1860 70 4 2
PT Stressing ParametersSystem Name
Jacking Stress(N/mm)
Seating Loss(mm)
Anchor Friction
Wobble Friction(1/meters)
Angular Friction(1/radians)
Long-Term Losses(N/mm)
12.9mm Bonded 1395 6 0.02 0.0017 0.2 150
Reinforcing BarsBar Name
As(sq. mm)
Es(N/mm)
Fy(N/mm) Coating
StraightLd/Db
90 HookLd/Db
180 HookLd/Db
T8 50.3 200000 460 None Code Code Code
T10 78.5 200000 460 None Code Code Code
T12 113 200000 460 None Code Code Code
T16 201 200000 460 None Code Code Code
T20 314 200000 460 None Code Code Code
T25 491 200000 460 None Code Code Code
T32 804 200000 460 None Code Code Code
T40 1260 200000 460 None Code Code Code
SSR Systems
SSR System NameStud Area(sq. mm)
Head Area(sq. mm)
Min Clear HeadSpacing (mm)
Specified StudSpacing (mm)
Fy(N/mm)
Stud Spacing RoundingIncrement (mm)
Min StudsPer Rail
SystemType
10mm SSR 78.5 785 15 None 420 5 2 Rail
12mm SSR 113.1 1131 15 None 420 5 2 Rail
16mm SSR 201.1 2011 15 None 420 5 2 Rail
20mm SSR 314.2 3142 15 None 420 5 2 Rail
25mm SSR 490.9 4909 15 None 420 5 2 Rail
MSN PRE-STRESSED CONCRETE - Block -1 Part A - 1st floor Slab R0.cpt - 3/12/2015
Materials
Materials - 4
-
Loading Name Type Analysis On-Pattern Factor Off-Pattern FactorSelf-Dead Loading Self-Weight Normal 1 0.7143
Balance Loading Balance Normal 1 1
Hyperstatic Loading Hyperstatic Hyperstatic 1 1
Other Dead Loading Dead Normal 1 0.7143
Live (Unreducible) Loading Live (Unreducible) Normal 1 0
MSN PRE-STRESSED CONCRETE - Block -1 Part A - 1st floor Slab R0.cpt - 3/12/2015
Loadings
Loadings - 5
-
All Dead LCActive Design Criteria: Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Other Dead Loading 1 1
Dead + Balance LCActive Design Criteria: Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Initial Service LCActive Design Criteria: Initial Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1.13 1.13
Service LC: D + LActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Unreducible) Loading 1 0
Service LC: D + LrActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Service LC: D + SActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Service LC: D + 0.75L + 0.75LrActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Unreducible) Loading 0.75 0
Service LC: D + 0.75L + 0.75SActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Unreducible) Loading 0.75 0
Sustained Service LCActive Design Criteria: Sustained Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Unreducible) Loading 0.5 0.5
MSN PRE-STRESSED CONCRETE - Block -1 Part A - 1st floor Slab R0.cpt - 3/12/2015
Load Combinations
Load Combinations - 6
-
Factored LC: 1.4DActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.4 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.4 0.9
Factored LC: 1.2D + 1.6L + 0.5LrActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Unreducible) Loading 1.6 0
Factored LC: 1.2D + f1L + 1.6LrActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Unreducible) Loading 1 0
Factored LC: 1.2D + 1.6L + 0.5SActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Unreducible) Loading 1.6 0
Factored LC: 1.2D + f1L + 1.6SActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Unreducible) Loading 1 0
L.T. Uncracked Deflection L.C.Active Design Criteria: Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 3 3
Balance Loading 3 3
Other Dead Loading 3 3
Live (Unreducible) Loading 1.5 1.5
Incremental DeflectionActive Design Criteria: Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 2 2
Balance Loading 2 2
Other Dead Loading 2 2
Live (Unreducible) Loading 1 1
1.2 DL + 1.6 LLActive Design Criteria: Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 1
Other Dead Loading 1.2 1
Live (Unreducible) Loading 1.6 0
MSN PRE-STRESSED CONCRETE - Block -1 Part A - 1st floor Slab R0.cpt - 3/12/2015
Load Combinations (2)
Load Combinations - 7
-
Code Minimum Design318-05 Min. Reinforcement
User Minimum DesignSpecified Min. Reinforcement
Initial Service Design318-05 Initial Service Design
Service Design318-05 Service Design
Include detailed section analysis
Sustained Service Design318-05 Sustained Service Design
Strength Design318-05 Strength Design
Punching Shear Design
Ductility Design318-05 Ductility Design
MSN PRE-STRESSED CONCRETE - Block -1 Part A - 1st floor Slab R0.cpt - 3/12/2015
Design Rules
Design Rules - 8
-
t=30
0C
35/4
5
300 x 600C35/45
300 x 1000C35/45
300 x 600C35/45
300 x 1500C35/45
300 x 600C35/45
300 x 1500C35/45
300 x 600C35/45
300
x 60
0C
35/4
5
300
x 10
00C
35/4
5
300
x 60
0C
35/4
5
300 x 600C35/45
300 x 1500C35/45
300 x 600C35/45
300 x 1500C35/45
300 x 600C35/45
300 x 1000C35/45
300 x 600C35/45
Mes
h In
put:
Bea
ms;
Bea
m D
imen
sion
s; B
eam
Con
cret
e M
odel
s; S
lab
Area
s; S
lab
Area
T hi
ckne
sses
; Sla
b Ar
ea C
oncr
ete
Mod
els;
Sla
b O
peni
ngs;
Sla
b O
peni
ng H
atch
ing;
Poi
nt S
uppo
rts;
Poi
nt S
uppo
rt Ic
ons;
Lin
e Su
ppor
ts; L
ine
Supp
ort I
cons
; Wal
ls A
bove
; Wal
ls B
elow
; Col
umns
Abo
ve; C
olum
ns B
elow
; Poi
nt S
prin
gs; P
oint
Spr
ing
Icon
s; P
oint
Spr
ing
Valu
es; L
ine
Sprin
gs; L
ine
Sprin
g Ic
ons;
Lin
e Sp
ring
Valu
es; A
rea
Sprin
gs; A
rea
Sprin
g Ic
ons;
Are
a Sp
ring
Valu
es; U
ser N
otes
; Use
r Lin
es; U
ser D
imen
sion
s;
Scal
e =
1:15
0
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Mes
h In
put:
Sta
ndar
d P
lan
Mes
h In
put:
Sta
ndar
d Pl
an -
9
-
#1 #4#5
#6#7
#16
#18
#26
#34
#36
#41
#43
#45
#50
#54
#57
#59
#61
#63
#67
#71
#74
#76
#78
#80
#84
#89
#91
#93
#98
#100
#108
#117
Elem
ent:
Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
t Num
bers
; Col
umn
Elem
ents
Abo
ve; C
olum
n El
emen
ts B
elow
; Poi
nt S
uppo
rts;
Poi
nt S
uppo
rt Ic
ons;
Lin
e Su
ppor
ts; L
ine
Supp
ort I
cons
; Sla
b El
emen
ts; P
oint
Spr
ings
; Poi
nt S
prin
g Ic
ons;
Lin
e Sp
rings
; Lin
e Sp
ring
Icon
s; A
rea
Sprin
gs; A
rea
Sprin
g Ic
ons;
Use
r Not
es; U
ser L
ines
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Scal
e =
1:15
0
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Elem
ent:
Sta
ndar
d P
lan
Elem
ent:
Sta
ndar
d Pl
an -
10
-
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=40
0
t=30
0
t=30
0
t=30
0
t=30
0
t=40
0
t=40
0
t=30
0
t=30
0
t=30
0
t=30
0
t=40
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
t=30
0
Elem
ent:
Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
t Thi
ckne
sses
; Col
umn
Elem
ents
Bel
ow; C
olum
n El
emen
t Dim
ensi
ons;
Sla
b El
emen
ts; S
lab
Elem
ent O
utlin
e O
nly;
Poi
nt S
prin
gs; P
oint
Spr
ing
Icon
s; P
oint
Spr
ing
Valu
es; P
oint
Spr
ing
Elev
atio
ns; L
ine
Sprin
gs; L
ine
Sprin
g Ic
ons;
Lin
e Sp
ring
Valu
es; L
ine
Sprin
g El
evat
ions
; Use
r Not
es; U
ser L
ines
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Scal
e =
1:15
0
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Elem
ent:
Sup
port
s B
elow
Sla
b Su
mm
ary
Pla
n
Elem
ent:
Sup
port
s Be
low
Sla
b Su
mm
ary
Plan
- 1
1
-
Fz=1
4
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4 Fz=2
5
Fz=2
5
Fz=2
5
Fz=2
5
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4 Fz=2
5
Fz=2
5
Fz=2
5
Fz=2
5
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4 Fz=2
5
Fz=2
5
Fz=2
5
Fz=2
5
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=2
5
Fz=2
5
Fz=2
5
Fz=2
5 Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=2
5
Fz=2
5
Fz=2
5
Fz=2
5 Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4
Fz=1
4Fz
=14
Fz=1
4Fz
=14
Fz=1
4
Fz=1
4
Fz=6
Fz=6
Fz=6
Fz=6
Fz=3
Fz=3
Fz=3
Fz=3
Fz=3
Fz=3
Fz=3
Fz=3
Oth
er D
ead
Load
ing:
Poi
nt L
oads
; Poi
nt L
oad
Icon
s; P
oint
Loa
d Va
lues
; Lin
e Lo
ads;
Lin
e Lo
ad Ic
ons;
Lin
e Lo
ad V
alue
s; A
rea
Load
s; A
rea
Load
Icon
s; A
rea
Load
Val
ues;
Use
r Not
es; U
ser L
ines
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts A
bove
; Col
umn
Elem
ents
Bel
ow; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Scal
e =
1:15
0
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Oth
er D
ead
Load
ing:
All
Load
s P
lan
Oth
er D
ead
Load
ing:
All
Load
s Pl
an -
12
-
Fz=3
Fz=3
Fz=3
Fz=3
Live
(Unr
educ
ible
) Loa
ding
: Poi
nt L
oads
; Poi
nt L
oad
Icon
s; P
oint
Loa
d Va
lues
; Lin
e Lo
ads;
Lin
e Lo
ad Ic
ons;
Lin
e Lo
ad V
alue
s; A
rea
Load
s; A
rea
Load
Icon
s; A
rea
Load
Val
ues;
Use
r Not
es; U
ser L
ines
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts A
bove
; Col
umn
Elem
ents
Bel
ow; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Scal
e =
1:15
0
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Live
(U
nred
ucib
le)
Load
ing:
All
Load
s P
lan
Live
(U
nred
ucib
le)
Load
ing:
All
Load
s Pl
an -
13
-
0
0 0
0
00
00
0
00
0
0
0
0
00
0
00
0
0
0
00 0
Initi
al S
ervi
ce L
C: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Dra
win
g Im
port
: Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
El
emen
t: W
all E
lem
ents
Bel
ow; W
all E
lem
ents
Abo
ve; W
all E
lem
ent O
utlin
e O
nly;
Col
umn
Elem
ents
Bel
ow; C
olum
n El
emen
ts A
bove
; Sla
b El
emen
ts; S
lab
Elem
ent O
utlin
e O
nly;
Sc
ale
= 1:
150
Initi
al S
ervi
ce L
C -
Vert
ical
Def
lect
ion
Plot
(Max
imum
Val
ues)
One
Con
tour
= 0
.25
mm
Min
Val
ue =
-1.2
01 m
m @
(32.
8,11
.8)
Max
Val
ue =
0.8
891
mm
@ (4
1.76
,1.4
)
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Init
ial S
ervi
ce L
C:
Max
Def
lect
ion
Pla
n
Initi
al S
ervi
ce L
C: M
ax D
efle
ctio
n Pl
an -
14
-
0 0 05
0
5
5
0
5
5
5
00 0
Serv
ice
LC: D
+ L
: Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts B
elow
; Col
umn
Elem
ents
Abo
ve; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Scal
e =
1:15
0Se
rvic
e LC
: D +
L -
Vert
ical
Def
lect
ion
Plot
(Max
imum
Val
ues)
One
Con
tour
= 1
mm
Min
Val
ue =
-0.1
333
mm
@ (4
5.5,
9.35
) M
ax V
alue
= 9
.999
mm
@ (4
0.8,
-9.3
)
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Serv
ice
LC:
D +
L:
Max
Def
lect
ion
Pla
n
Serv
ice
LC:
D +
L:
Max
Def
lect
ion
Plan
- 1
5
-
0
0 0
00
0
00
0
0-5
00 0
-5
0
0
0
0 0
00 0 00
-5
0
0
0 0
-5
0 00 00-5
00
0
0
-5
000
-5
00
0
00
-5
000
0
Serv
ice
LC: D
+ L
: Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts B
elow
; Col
umn
Elem
ents
Abo
ve; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Scal
e =
1:15
0Se
rvic
e LC
: D +
L -
Axia
l Str
ess
Plot
(@B
otto
m o
f Sla
b) (X
-Axi
s D
irect
ion)
One
Con
tour
= 1
N/m
m
Min
Val
ue =
-10.
16 N
/mm
@ (3
7.73
,-6.5
) M
ax V
alue
= 4
.69
N/m
m @
(41.
76,1
.25)
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Serv
ice
LC:
D +
L:
Bot
tom
X S
tres
s P
lan
Serv
ice
LC:
D +
L:
Bott
om X
Str
ess
Plan
- 1
6
-
0
00
00 0
0
-5
00
-5
0
0
05
0-5
0
00
-50 0-50
0
-5
-10 0
0
-5
0
0
0 0
Serv
ice
LC: D
+ L
: Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts B
elow
; Col
umn
Elem
ents
Abo
ve; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Scal
e =
1:15
0Se
rvic
e LC
: D +
L -
Axia
l Str
ess
Plot
(@B
otto
m o
f Sla
b) (Y
-Axi
s D
irect
ion)
One
Con
tour
= 1
N/m
m
Min
Val
ue =
-10.
04 N
/mm
@ (1
3.35
,8.8
) M
ax V
alue
= 7
.288
N/m
m @
(21.
35,9
.679
)
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Serv
ice
LC:
D +
L:
Bot
tom
Y S
tres
s P
lan
Serv
ice
LC:
D +
L:
Bott
om Y
Str
ess
Plan
- 1
7
-
0
0
00 010
0
1000 1
00
0
00
0
0100
600
500
20000
00
0
400
0 2000 60
0
100
-10020
0
400
0-200100
-100
100
0
100 10
0 0
00
0
0
0
00 10
0100
-100 10
0
600
300
300
-100 10
0
0
100
0
0
0
1000
0 0 100
500
300
300
0 200
0
0
0
00
0 100
100 00
Fact
ored
LC
: 1.2
D +
1.6
L +
0.5L
r: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Dra
win
g Im
port
: Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
El
emen
t: W
all E
lem
ents
Bel
ow; W
all E
lem
ents
Abo
ve; W
all E
lem
ent O
utlin
e O
nly;
Col
umn
Elem
ents
Bel
ow; C
olum
n El
emen
ts A
bove
; Sla
b El
emen
ts; S
lab
Elem
ent O
utlin
e O
nly;
Sc
ale
= 1:
150
Fact
ored
LC
: 1.2
D +
1.6
L +
0.5L
r - B
endi
ng M
omen
t Plo
t (M
axim
um V
alue
s) (X
-Axi
s D
irect
ion)
One
Con
tour
= 2
0 kN
Min
Val
ue =
-317
.9 k
N @
(21.
35,1
1.91
) M
ax V
alue
= 7
14.4
kN
@ (3
7.35
,1.1
)
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Fact
ored
LC
: 1.
2D +
1.6
L +
0.5
Lr:
Max
Mx
Pla
n
Fact
ored
LC:
1.2
D +
1.6
L +
0.5
Lr:
Max
Mx
Plan
- 1
8
-
00
00 0 2500
0 0
500
0
0 0
-2500
0
00
250
0
0
0 00
000
-250
0
0 0
250
750
-250
00
00 250
0 0
250
00
0 -250
0 0
00
0
250
0
0 0
00 000 0
Fact
ored
LC
: 1.2
D +
1.6
L +
0.5L
r: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Dra
win
g Im
port
: Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
El
emen
t: W
all E
lem
ents
Bel
ow; W
all E
lem
ents
Abo
ve; W
all E
lem
ent O
utlin
e O
nly;
Col
umn
Elem
ents
Bel
ow; C
olum
n El
emen
ts A
bove
; Sla
b El
emen
ts; S
lab
Elem
ent O
utlin
e O
nly;
Sc
ale
= 1:
150
Fact
ored
LC
: 1.2
D +
1.6
L +
0.5L
r - B
endi
ng M
omen
t Plo
t (M
axim
um V
alue
s) (Y
-Axi
s D
irect
ion)
One
Con
tour
= 5
0 kN
Min
Val
ue =
-732
.3 k
N @
(37.
92,1
.4)
Max
Val
ue =
965
.2 k
N @
(40.
48,1
.4)
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Fact
ored
LC
: 1.
2D +
1.6
L +
0.5
Lr:
Max
My
Pla
n
Fact
ored
LC:
1.2
D +
1.6
L +
0.5
Lr:
Max
My
Plan
- 1
9
-
R
S
Fz=18.7
R
S
Fz=4
.78
R
S
Fz=4
.8
R
S
Fz=5
8.4
R
S
Fz=5
5
R
S
Fz=252R
S
Fz=799R
S
Fz=802R
S
Fz=254
R
S
Fz=1420R
S
Fz=552R
S
Fz=551R
S
Fz=1420
R
S
Fz=434R
S
Fz=1020R
S
Fz=476R
S
Fz=479R
S
Fz=1030R
S
Fz=437
R
S
Fz=378R
S
Fz=1050R
S
Fz=341R
S
Fz=342R
S
Fz=1060R
S
Fz=383
R
S
Fz=1430R
S
Fz=565R
S
Fz=562R
S
Fz=1430
R
S
Fz=252R
S
Fz=809R
S
Fz=822R
S
Fz=258
Fact
ored
LC
: 1.2
D +
1.6
L +
0.5L
r: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Dra
win
g Im
port
: Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
El
emen
t: W
all E
lem
ents
Bel
ow; W
all E
lem
ents
Abo
ve; W
all E
lem
ent O
utlin
e O
nly;
Col
umn
Elem
ents
Bel
ow; C
olum
n El
emen
ts A
bove
; Sla
b El
emen
ts; S
lab
Elem
ent O
utlin
e O
nly;
Sc
ale
= 1:
150
Fact
ored
LC
: 1.2
D +
1.6
L +
0.5L
r - R
eact
ion
Plot
: (W
all B
elow
,Col
umn
Bel
ow,P
oint
Spr
ing,
Line
Spr
ing,
Poin
t Sup
port
,Lin
e Su
ppor
t)(Fz
)(Sta
ndar
d C
onte
xt)
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Fact
ored
LC
: 1.
2D +
1.6
L +
0.5
Lr:
Std
Rea
ctio
ns P
lan
Fact
ored
LC:
1.2
D +
1.6
L +
0.5
Lr:
Std
Reac
tions
Pla
n -
20
-
00 0
10
5
20
5
55
5
55
20
1010
5
0
5
10
5
0
510
5
5
15
55
5
20
25
255
15
15
5
00 0
L.T.
Unc
rack
ed D
efle
ctio
n L.
C.:
Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts B
elow
; Col
umn
Elem
ents
Abo
ve; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Scal
e =
1:15
0L.
T. U
ncra
cked
Def
lect
ion
L.C
. - V
ertic
al D
efle
ctio
n Pl
ot (M
axim
um V
alue
s)O
ne C
onto
ur =
1 m
mM
in V
alue
= -0
.441
8 m
m @
(45.
5,9.
35)
Max
Val
ue =
28.
03 m
m @
(40.
8,-9
.3)
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
L.T.
Unc
rack
ed D
efle
ctio
n L.
C.:
Max
Def
lect
ion
Pla
n
L.T.
Unc
rack
ed D
efle
ctio
n L.
C.:
Max
Def
lect
ion
Plan
- 2
1
-
450
450
150
150
150
150
850
850
150
150
150
450
450
450
150
150
454545454545454545454545
150
150
150
150
1350
1350 26
0
260
260
260
260
260
260
260
260
260
260
260
150
150
454545454545454545454545
150
150
150
150
1350
1350 56
0
560
560
560
560
560
560
560
560
560
560
560
150
150
454545454545454545454545
150
150
150
150
150
150 56
0
560
560
560
560
560
560
560
560
560 15
0
150
150
150
150
150 4
54545454545454545454545
150
150
260
260
260
260
260
260
260
260
260
260
260
260
1350
1350
150
150
150
150
454545454545454545454545
150
150
450
450
150
150
150
150
850
850
150
150
150
450
450
450
5S5S3S3S3S2S2S3S3S3S5S5S
2S2S
2S2S
5S5S3S3S3S2S2S3S3S3S5S5S
5S5S3S3S3S2S2S3S3S3S5S5S 2S2S
2S2S
5S5S3S3S3S2S2S3S3S3S5S5S
5S5S3S3S3S2S2S3S3S3S5S5S 2S2S
2S2S
2S2S 5S5S3S3S3S3S3S3S5S5S
5S5S3S3S3S3S3S3S5S5S 2S2S
2S2S
2S2S 5S5S3S3S3S2S2S3S3S3S5S5S
5S5S3S3S3S2S2S3S3S3S5S5S
2S2S
2S2S
5S5S3S3S3S2S2S3S3S3S5S5S
Man
ual L
atitu
de T
endo
n: T
endo
ns; N
um S
tran
ds; T
endo
n In
flect
ion
Rat
io; J
acks
; Ten
don
Poin
ts; P
rofil
e Va
lues
; Use
r Not
es; U
ser L
ines
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser N
otes
; Use
r Lin
es; U
ser D
imen
sion
s;
Mes
h In
put:
Bea
ms;
El
emen
t: W
all E
lem
ents
Abo
ve; W
all E
lem
ents
Bel
ow; W
all E
lem
ent O
utlin
e O
nly;
Col
umn
Elem
ents
Abo
ve; C
olum
n El
emen
ts B
elow
; Sla
b El
emen
ts; S
lab
Elem
ent O
utlin
e O
nly;
La
titud
e Te
ndon
Par
amet
ers:
Ban
ded
Tend
ons;
Ban
ded
Tend
on D
escr
iptio
n; B
ande
d Te
ndon
Fill
et G
raph
ics;
Dis
trib
uted
Ten
don
Qua
drila
tera
l; D
istr
ibut
ed T
endo
n D
escr
iptio
n; D
istr
ibut
ed T
endo
n O
verla
p Ar
eas;
Ten
don
Void
; Sc
ale
= 1:
150
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Man
ual L
atit
ude
Tend
on:
Stan
dard
Pla
n
Man
ual L
atitu
de T
endo
n: S
tand
ard
Plan
- 2
2
-
300 x 600300 x 1000300 x 600
300 x 1500
300 x 600300 x 1500300 x 600
300
x 60
0
300
x 10
00
300
x 60
0
300 x 600300 x 1500300 x 600
300 x 1500
300 x 600300 x 1000300 x 600
150240940240150
1502604596045260150
1502604596045260150
1502604596045260150
150260150150260150
150240240150150240240150
150240240120960120240240150
1502604596045260150
1502604596045260150
1502604596045260150
150260150150260150
150240240150150240240150
150240240120960120240240150
1502604596045260150
1502604596045260150
1502604596045260150
150260150150260150
150240240150150240240150
150240240150150240240150
150260150150260150
1502604596045260150
1502604596045260150
1502604596045260150
150240240120960120240240150
150240240150150240240150
150260150150260150
1502604596045260150
1502604596045260150
1502604596045260150
150240940240150
3S3S3S3S
3S3S3S3S3S3S
3S3S3S3S3S3S
3S3S3S3S3S3S
2S2S2S2S
2S2S2S2S2S2S
2S2S2S2S2S2S2S2S
3S3S3S3S3S3S
3S3S3S3S3S3S
3S3S3S3S3S3S
2S2S2S2S
2S2S2S2S2S2S
2S2S2S2S2S2S2S2S
3S3S3S3S3S3S
3S3S3S3S3S3S
3S3S3S3S3S3S
2S2S2S2S
2S2S2S2S2S2S
2S2S2S2S2S2S
3S3S3S3S
3S3S3S3S3S3S
3S3S3S3S3S3S
3S3S3S3S3S3S
2S2S2S2S2S2S2S2S
2S2S2S2S2S2S
2S2S2S2S
3S3S3S3S3S3S
3S3S3S3S3S3S
3S3S3S3S3S3S
3S3S3S3S
Man
ual L
ongi
tude
Ten
don:
Ten
dons
; Num
Str
ands
; Ten
don
Infle
ctio
n R
atio
; Jac
ks; T
endo
n Po
ints
; Pro
file
Valu
es; U
ser N
otes
; Use
r Lin
es; U
ser D
imen
sion
s;
Dra
win
g Im
port
: Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
M
esh
Inpu
t: B
eam
s; B
eam
Dim
ensi
ons;
El
emen
t: W
all E
lem
ents
Abo
ve; W
all E
lem
ents
Bel
ow; W
all E
lem
ent O
utlin
e O
nly;
Col
umn
Elem
ents
Abo
ve; C
olum
n El
emen
ts B
elow
; Sla
b El
emen
ts; S
lab
Elem
ent O
utlin
e O
nly;
Lo
ngitu
de T
endo
n Pa
ram
eter
s: D
istr
ibut
ed T
endo
n Q
uadr
ilate
ral;
Dis
trib
uted
Ten
don
Des
crip
tion;
Ban
ded
Tend
ons;
Ban
ded
Tend
on D
escr
iptio
n; B
ande
d Te
ndon
Fill
et G
raph
ics;
Dis
trib
uted
Ten
don
Ove
rlap
Area
s; T
endo
n Vo
id;
Scal
e =
1:15
0
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Man
ual L
ongi
tude
Ten
don:
Sta
ndar
d P
lan
Man
ual L
ongi
tude
Ten
don:
Sta
ndar
d Pl
an -
23
-
1OK
2OK
3OK
4OK
5OK
6OK
7OK
8OK
9OK
10OK
11OK
12OK
13OK
14OK
15OK
16OK
17OK
18OK
19OK
20OK
21OK
22OK
23OK
24OK
25OK
26OK
27OK
28OK
29OK
30OK
31OK 32
OK33OK
34OK
35OK
36OK
37OK 38
OK39OK
40OK
41OK 42
OK43OK
44OK
45OK
46OK
47OK
48OK
49OK 50
OK51OK 52
OK53OK
54OK
55OK
56OK
57OK
58OK
59OK
60OK
61OK
62OK
63OK
64OK
65OK
66OK
67OK
68OK
69OK
70OK
71OK
72OK
73OK
74OK
75OK
76OK
77OK
78OK
79OK
80OK 81
OK82OK
83OK
84OK
85OK
86OK
87OK
88OK
89OK
90OK
91OK
92OK 93
OK94OK
95OK
96OK
97OK
98OK
99OK
100OK
101OK
102OK
103OK
104OK
105OK
106OK
107OK
108OK
109OK
110OK
111OK
112OK
113OK
114OK
115OK
116OK
117OK
118OK
119OK
120OK
121OK
122OK
123OK
124OK
125OK
126OK
127OK
128OK
129OK
130OK
131OK
132OK
133OK 134
OK135OK 136
OK137OK
138OK
139OK
140OK
141OK
142OK
143OK
144OK
145OK
146OK
147OK
148OK
149OK
150OK
151OK
152OK
153OK 154
OK155OK
156OK
157OK
158OK
159OK
160OK
161OK
162OK
163OK
164OK
165OK
166OK
167OK
168OK
169OK
170OK
171OK
172OK
173OK
174OK
175OK
176OK
177OK
178OK
179OK
180OK
181OK
182OK
183OK
184OK
Des
ign
Stat
us: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s; L
atitu
de S
pan
Des
igns
; Spa
n D
esig
n N
umbe
rs; S
pan
Des
ign
Stat
us; L
atitu
de D
S D
esig
ns; D
S D
esig
n N
umbe
rs; D
S D
esig
n St
atus
; D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts B
elow
; Col
umn
Elem
ents
Abo
ve; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Scal
e =
1:15
0
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Des
ign
Stat
us:
Lati
tude
Sta
tus
Pla
n
Des
ign
Stat
us:
Latit
ude
Stat
us P
lan
- 24
-
T20@175TAt=529
T20@5730TAt=16.5
T12@2300TAt=105
T12@2650TAt=91.3
T12@175TAt=4370
T12@200TAt=4020
T12@425TAt=543
T12@425TAt=560
T20@125TAt=633
T20@175TAt=529
T12@500TAt=742
T20@150TAt=568
T20@175TAt=529
T12@475TAt=511
T12@500TAt=481
T12@200TAt=4090
T12@225TAt=3720
T12@1130TAt=214
T12@2380TAt=102
Des
ign
Stat
us: L
atitu
de S
pan
Des
igns
; Spa
n D
esig
n To
p B
ars;
Spa
n D
esig
n B
ar D
escr
iptio
ns; L
atitu
de D
S D
esig
ns; D
S D
esig
n As
Top;
DS
Des
ign
Top
Bar
s; D
S D
esig
n B
ar S
paci
ng; U
ser N
otes
; Use
r Lin
es; U
ser D
imen
sion
s;
Dra
win
g Im
port
: Use
r Lin
es; U
ser N
otes
; Use
r Dim
ensi
ons;
El
emen
t: W
all E
lem
ents
Abo
ve; W
all E
lem
ents
Bel
ow; W
all E
lem
ent O
utlin
e O
nly;
Col
umn
Elem
ents
Abo
ve; C
olum
n El
emen
ts B
elow
; Sla
b El
emen
ts; S
lab
Elem
ent O
utlin
e O
nly;
R
einf
orce
men
t: La
titud
e U
ser C
once
ntra
ted
Rei
nf.;
Top
Face
Con
cent
rate
d R
einf
.; B
oth
Face
s C
once
ntra
ted
Rei
nf.;
Auto
Fac
e C
once
ntra
ted
Rei
nf.;
Con
cent
rate
d R
einf
. Des
crip
tions
; Lat
itude
Use
r Dis
trib
uted
Rei
nf.;
Top
Face
Dis
trib
uted
Rei
nf.;
Bot
h Fa
ces
Dis
trib
uted
Rei
nf.;
Auto
Fac
e D
istr
ibut
ed R
einf
.; D
istr
ibut
ed R
einf
. Des
crip
tions
; Sc
ale
= 1:
150
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Des
ign
Stat
us:
Lati
tude
Top
Rei
nfor
cem
ent
Pla
n
Des
ign
Stat
us:
Latit
ude
Top
Rein
forc
emen
t Pl
an -
25
-
T10@250B
2 T20B2 T20B2 T20B3 T20B3 T20B 3 T20B3 T20B
4 T20B4 T20B 4 T20B4 T20B
5 T20B4 T20B3 T20B4 T20B4 T20B 4 T20B4 T20B
4 T20B4 T20B2 T20B5 T20B5 T20B 5 T20B5 T20B
5 T20B5 T20B 5 T20B5 T20B
2 T20B2 T20B2 T20B3 T20B3 T20B 3 T20B3 T20B
Des
ign
Stat
us: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s; L
atitu
de S
pan
Des
igns
; Spa
n D
esig
n B
otto
m B
ars;
Spa
n D
esig
n B
ar D
escr
iptio
ns; L
atitu
de D
S D
esig
ns; D
S D
esig
n B
otto
m B
ars;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts B
elow
; Col
umn
Elem
ents
Abo
ve; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Rei
nfor
cem
ent:
Bot
tom
Fac
e C
once
ntra
ted
Rei
nf.;
Bot
h Fa
ces
Con
cent
rate
d R
einf
.; Au
to F
ace
Con
cent
rate
d R
einf
.; C
once
ntra
ted
Rei
nf. D
escr
iptio
ns; B
otto
m F
ace
Dis
trib
uted
Rei
nf.;
Bot
h Fa
ces
Dis
trib
uted
Rei
nf.;
Auto
Fac
e D
istr
ibut
ed R
einf
.; D
istr
ibut
ed R
einf
. Des
crip
tions
; Lat
itude
Use
r Con
cent
rate
d R
einf
.; La
titud
e U
ser D
istr
ibut
ed R
einf
.; Sc
ale
= 1:
150
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Des
ign
Stat
us:
Lati
tude
Bot
tom
Rei
nfor
cem
ent
Pla
n
Des
ign
Stat
us:
Latit
ude
Bott
om R
einf
orce
men
t Pl
an -
26
-
185
OK 18
6O
K
187
OK
188
OK
189
OK 1
90 OK
191
OK
192
OK
193
OK
194
OK
195
OK
196
OK 19
7O
K
198
OK
199
OK
200
OK
201
OK
202
OK 20
3O
K 204
OK
205
OK
206
OK
207
OK 2
08 OK
209
OK
210
OK
211
OK
212
OK 2
13 OK
214
OK 21
5O
K
216
OK
217
OK
218
OK 21
9O
K
220
OK
221
OK 2
22 OK
223
OK 22
4O
K
225
OK
226
OK
227
OK
228
OK
229
OK 2
30 OK
231
OK
232
OK
233
OK2
34 OK
235
OK
236
OK
237
OK
238
OK 23
9O
K
240
OK 24
1O
K
242
OK
243
OK
244
OK 2
45 OK
246
OK
247
OK 24
8O
K
249
OK
250
OK
251
OK
252
OK
253
OK
254
OK
255
OK
256
OK25
7O
K 258
OK25
9O
K
260
OK
261
OK
262
OK 2
63 OK
264
OK
265
OK
266
OK 26
7O
K268
OK
269
OK
270
OK
271
OK 272
OK
273
OK
274
OK
275
OK 27
6O
K 277 OK
278
OK
279
OK
280
OK 28
1O
K
282
OK
283
OK
284
OK 28
5O
K
286
OK 2
87 OK
288
OK
289
OK
290
OK
291
OK 29
2O
K
293
OK
294
OK 295
OK29
6O
K 297
OK
298
OK
299
OK
300
OK
301
OK
302
OK 30
3O
K 304 OK
305
OK 3
06 OK
307
OK
308
OK
309
OK
310
OK
311
OK 3
12 OK
313
OK
314
OK
315
OK 31
6O
K
Des
ign
Stat
us: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s; L
ongi
tude
Spa
n D
esig
ns; S
pan
Des
ign
Num
bers
; Spa
n D
esig
n St
atus
; Lon
gitu
de D
S D
esig
ns; D
S D
esig
n N
umbe
rs; D
S D
esig
n St
atus
; D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts B
elow
; Col
umn
Elem
ents
Abo
ve; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Scal
e =
1:15
0
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Des
ign
Stat
us:
Long
itud
e St
atus
Pla
n
Des
ign
Stat
us:
Long
itude
Sta
tus
Plan
- 2
7
-
T12@
375T
T12@
375T
T12@
350T
T12@
375T
T12@
850T
T12@
700T
T12@
475T
T12@
75T
T12@
75T
T12@
100T
T20@
100T
T12@
75T
T12@
75T
T20@
100T
T12@
375T
T12@
325T
T12@
650T
T12@
675T
T12@
700T
T12@
675T
T12@
4450
T
T12@
75T
T12@
75T
T20@
100T
T20@
100T
T12@
600T
T12@
500T
T12@
75T
T12@
75T
T12@
700T
T12@
650T
T12@
900T
T12@
525T
T20@
100T
T12@
125T
T12@
75T
T12@
75T
T12@
50T
T12@
50T
T12@
100T
T20@
100T
T12@
525T
T12@
525T
T12@
800T
T12@
675T
T12@
925T
T12@
875T
T12@
875T
T20@
100T
T12@
75T
T12@
75T
T20@
100T
T12@
50T
T12@
50T
T12@
100T
T12@
275T
T12@
425T
T12@
450T
T20@
775T
Des
ign
Stat
us: L
ongi
tude
Spa
n D
esig
ns; S
pan
Des
ign
Top
Bar
s; S
pan
Des
ign
Bar
Des
crip
tions
; Lon
gitu
de D
S D
esig
ns; D
S D
esig
n To
p B
ars;
DS
Des
ign
Bar
Spa
cing
; Use
r Not
es; U
ser L
ines
; Use
r Dim
ensi
ons;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts A
bove
; Col
umn
Elem
ents
Bel
ow; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Rei
nfor
cem
ent:
Long
itude
Use
r Con
cent
rate
d R
einf
.; To
p Fa
ce C
once
ntra
ted
Rei
nf.;
Bot
h Fa
ces
Con
cent
rate
d R
einf
.; Au
to F
ace
Con
cent
rate
d R
einf
.; C
once
ntra
ted
Rei
nf. D
escr
iptio
ns; L
ongi
tude
Use
r Dis
trib
uted
Rei
nf.;
Top
Face
Dis
trib
uted
Rei
nf.;
Bot
h Fa
ces
Dis
trib
uted
Rei
nf.;
Auto
Fac
e D
istr
ibut
ed R
einf
.; D
istr
ibut
ed R
einf
. Des
crip
tions
; Sc
ale
= 1:
150
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Des
ign
Stat
us:
Long
itud
e To
p R
einf
orce
men
t P
lan
Des
ign
Stat
us:
Long
itude
Top
Rei
nfor
cem
ent
Plan
- 2
8
-
T10@
250B
3 T2
0B4
T20B
3 T2
0B3
T20B
3 T2
0B4
T20B
3 T2
0B
Des
ign
Stat
us: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s; L
ongi
tude
Spa
n D
esig
ns; S
pan
Des
ign
Bot
tom
Bar
s; S
pan
Des
ign
Bar
Des
crip
tions
; Lon
gitu
de D
S D
esig
ns; D
S D
esig
n B
otto
m B
ars;
D
raw
ing
Impo
rt: U
ser L
ines
; Use
r Not
es; U
ser D
imen
sion
s;
Elem
ent:
Wal
l Ele
men
ts B
elow
; Wal
l Ele
men
ts A
bove
; Wal
l Ele
men
t Out
line
Onl
y; C
olum
n El
emen
ts B
elow
; Col
umn
Elem
ents
Abo
ve; S
lab
Elem
ents
; Sla
b El
emen
t Out
line
Onl
y;
Rei
nfor
cem
ent:
Bot
tom
Fac
e C
once
ntra
ted
Rei
nf.;
Bot
h Fa
ces
Con
cent
rate
d R
einf
.; Au
to F
ace
Con
cent
rate
d R
einf
.; C
once
ntra
ted
Rei
nf. D
escr
iptio
ns; B
otto
m F
ace
Dis
trib
uted
Rei
nf.;
Bot
h Fa
ces
Dis
trib
uted
Rei
nf.;
Auto
Fac
e D
istr
ibut
ed R
einf
.; D
istr
ibut
ed R
einf
. Des
crip
tions
; Lon
gitu
de U
ser C
once
ntra
ted
Rei
nf.;
Long
itude
Use
r Dis
trib
uted
Rei
nf.;
Scal
e =
1:15
0
MSN
PR
E-ST
RES
SED
CO
NCR
ETE
- Bl
ock
-1 P
art
A -
1st
floor
Sla
b R
0.cp
t -
3/12
/201
5
Des
ign
Stat
us:
Long
itud
e B
otto
m R
einf
orce
men
t P
lan
Des
ign
Stat
us:
Long
itude
Bot
tom
Rei
nfor
cem
ent
Plan
- 2
9