dfdsgfdstgdgfdhfhfh

1. PROJECT: DESIGNER:
LOCATION: DATE:
OWNER: SHEET NO.:
LOAD
SDL = 2.01 kPa
LL = 4.80 kPa a.Movable Partition 1.00 kPa N a.Driveway 4.8 kPa N
b.Ceiling 0.20 kPa Y b.ACCU 6 kPa N
MAT'L PROPERTIES c.Ceiling Framing 0.20 kPa Y c.Office/BPO 2.9 kPa N
Unit wt of concrete = 24.0 kN/m³ d.Mech. Duct Allow. 0.20 kPa Y d.Residential 1.9 kPa N
Es = Mpa e.Floor Finish+Topping 1.15 kPa Y e.Commercial/Retail 4.8 kPa Y
f.Memb. Waterproofing 0.26 kPa Y f.Light Storage 6 kPa N
Steel Deck Moment Capacity g.Roof Deck 4.8 kPa N
Ms = 4 kN-M h.Electrical/Mech Room 12 kPa N
øm øt fym fyt f'c m
12 12 276 276 35 0.35
12 12 276 276 35 0.35
12 12 276 276 35 0.41
12 12 276 276 35 0.41
12 12 276 276 35 0.43
12 12 276 276 35 0.43
12 12 276 276 35 0.41
12 12 276 276 35 0.41
12 12 276 276 35 ####
12 12 276 276 35 ####
12 12 276 276 35 ####
12 12 276 276 35 ####
12 12 276 276 35 ####
12 12 276 276 35 ####
SLAB DESIGN DESIGN CRITERIA
SDL LL
CHOWKING GMA CAVITE HOL
GMA CAVITE 8/4/2016
FFFI 1
CASE 2 CASE 3 CASE 4 CASE 5 CASE 6
200000
MARK
SLAB PROPERTIES
S L thk d END REMARKS
CASE 7 CASE 8 CASE 9
CASE 1
1W
2.46 6 125 94 INT 1W
S-2
2.46 6 125 94 INT
1W
2.1 6 125 94 INT 1W
S-1
2.1 6 125 94 INT
1W
2.46 6 125 94 INT 1W
S-4
2.46 6 125 94 INT
1W
3 7 125 94 INT 1W
S-3
3 7 125 94 INT
- 125 94 INT #VALUE!
S-6
- - 125 94
S-5
- - 125 94 INT #VALUE!
-
#VALUE!
- - 125 94 INT #VALUE!
S-7
- - 125 94 INT
INT #VALUE!
- - 125 94 INT #VALUE!

2. PROJECT: DESIGNER:
LOCATION: DATE:
OWNER: SHEET NO.:
Rut Rub Rut Rub
0.8 -0.03 T T
0.8 -0.03 T T
1.0 0.148 T T
1.0 0.148 T T
1.5 0.465 T T
1.5 0.465 T T
1.0 0.148 T T
1.0 0.148 T T
##### ##### #### ####
##### ##### #### ####
##### ##### #### ####
##### ##### #### ####
##### ##### #### ####
##### ##### #### ####
DESIGNED BY: CHECKED BY:
GMA CAVITE 8/4/2016
FFFI 2
SLAB DESIGN DESIGN FORCES
CHOWKING GMA CAVITE HOL
wll wdl Mb neg Mbll pos Mbdl pos
1
- - - 13.69
Mall pos Madl pos Cbneg Cbll pos Cbdl pos wu
MARK
SHORT SPAN LONG SPAN
Caneg Call pos Cadl pos wu wll wdl Ma neg
-
2.12 1.66 - -
- - -
- - - 13.69 7.68 6.01 6.04
- - - 13.69 - -
7.68 6.01 6.04 2.12 1.66
6.01 8.29 2.90 2.27 -
2
- - - 13.69 7.68
13.69 - - - -
- - - -
-
-
3
- - - 13.69
2.27 - - - 13.69
- -
- - - 13.69 7.68 6.01 8.29 2.90
- - 13.69 - - -
-
4.32 3.38
- - -
- - - 13.69 7.68 6.01 12.32
- - - 13.69 - -
7.68 6.01 12.32 4.32 3.38
6.01 8.29 2.90 2.27 -
4
- - 13.69 7.68
13.69 - - - -
- - - -
- - -
-
5
#VALUE! #VALUE! #VALUE! 13.69
2.27 - - - 13.69
- -
- - - 13.69 7.68 6.01 8.29 2.90
- - 13.69 - - -
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! 13.69 7.68 6.01 #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! 13.69 #VALUE! #VALUE!
7.68 6.01 #VALUE! #VALUE! #VALUE!
#VALUE!
6
#VALUE! #VALUE! #VALUE! 13.69
#VALUE! #VALUE! #VALUE! #VALUE! 13.69
#VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! 13.69 7.68 6.01 #VALUE!
#VALUE! #VALUE! #VALUE! 13.69 #VALUE! #VALUE!
7.68 6.01 #VALUE! #VALUE! #VALUE!
6.01 #VALUE! #VALUE! #VALUE! #VALUE!
7
#VALUE! #VALUE! #VALUE! 13.69 7.68
13.69 #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! 13.69
#VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! 13.69 7.68 6.01 #VALUE! #VALUE!
#VALUE! #VALUE! 13.69 #VALUE! #VALUE! #VALUE!
MARK
SHORT SPAN LONGSPAN
TOP BOTTOM TOP BOTTOM
ρ
1
0.0028 261.99 375 375 0.0032 0.0020 250.00 375
Sprovided ρprovided ρ As S Sprovided
S Sprovided ρprovided ρ As S
As S Sprovided ρprovided ρ As
375 375 0.0032 0.0020
0.00320844 0.0020 250.00 375 375 0.003208435
375 0.003208435 0.0020 250.00 375 375
ρprovided
2
0.0038 361.30 300 300 0.0040
250.00 375 375 0.003208435 0.0020 250.00
0.0028 261.99
0.003208435 0.0020 250.00 375
0.0038 361.30
375 0.003208435
375 375 0.00320844 0.0020 250.00 375
375 375 0.003208435
300 300 0.0040 0.0020 250.00
250.00 375 375 0.00320844 0.0020 250.00
0.0020 250.00 375 375 0.003208435 0.0020
0.0060 0.0020
0.00320844 0.0020 250.00 375 375 0.003208435
375 0.003208435 0.0020 250.00 375 375
0.003208435
3
0.0058 542.26 200 200 0.0060 0.0020 250.00 375
375 0.00320844 0.0020 250.00 375 375
375 375
375 375 0.003208435 0.0020 250.00 375
375 0.003208435
4
0.0038 361.30 300 300 0.0040 0.0020 250.00
375 375 0.00320844 0.0020 250.00 375
250.00 375 375 0.003208435 0.0020 250.00
0.0058 542.26 200 200
0.0020 250.00 375 375 0.003208435
5
#VALUE! #VALUE! #VALUE! #VALUE!
0.003208435 0.0020 250.00 375 375 0.00320844
0.003208435
0.0038 361.30 300 300 0.0040 0.0020 250.00 375 375
375 0.00320844 0.0020 250.00 375 375
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE!
6
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
7
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE!
HAMPREY O. LIM DENNIS E. TRIAS
STRUCTURAL ENGINEER STRUCTURAL DESIGN MANAGER

3. PROJECT: DESIGNER:
LOCATION: DATE:
OWNER: SHEET NO.:
DESIGNED BY: CHECKED BY:
Mcr Icr λ δall
k yt
DEFLECTION CHECKING
GMA CAVITE 8/4/2016
FFFI 3
SLAB DESIGN REINFORCEMENT DESIGN
CHOWKING GMA CAVITE HOL
Ec Ig Ieffa Ieffb fr n δact
0.193
26760837.61 1.83 8.75 0.47 SAFE 0.8
27805.57498 162760416.7 6022713335 0 3.67 7.19 0.193 62.50 9.55
1.83 8.75 0.47 SAFE 0.8
3.67
SAFE 0.8 0.044
0.044
0.044
RESULT ß1 ρmax
62.50 9.55 26760837.61 1.83 10.25 0.88
27805.57498 162760416.7 6022713335 0 7.19 0.193 62.50 9.55 26760837.61
27805.57498 162760416.7 2347163255 0 3.67 7.19
1.83 12.50 1.95 SAFE 0.8 0.044
3.67 7.19 0.193 62.50 9.55 26760837.61
0.88 SAFE 0.8 0.044
27805.57498 162760416.7 732178652.9 0
0.193 62.50 9.55 26760837.61 1.83 10.25
27805.57498 162760416.7 2347163255 0 3.67 7.19
0.044
27805.57498 162760416.7 2347163255 0 3.67 7.19 0.193
26760837.61 1.83 12.50 1.95 SAFE 0.8
27805.57498 162760416.7 732178652.9 0 3.67 7.19 0.193 62.50 9.55
SAFE 0.8 0.044
27805.57498 162760416.7 2347163255 0 3.67 7.19
62.50 9.55 26760837.61 1.83 10.25 0.88
#VALUE! 62.50 9.55 #VALUE!
0.88 SAFE 0.8 0.044
0.193 62.50 9.55 26760837.61 1.83 10.25
#VALUE! #VALUE! 3.67 7.19 #VALUE! 62.50 9.55
1.83 #VALUE!
0.044
#VALUE! 1.83 #VALUE! #VALUE! #VALUE! 0.8
#VALUE! #VALUE! 0.8
3.67 7.19
62.50 9.55 #VALUE! 1.83 #VALUE! #VALUE!
0.044
#VALUE! #VALUE!
3.67 7.19
27805.57498 162760416.7 #VALUE! #VALUE!
27805.57498 162760416.7
27805.57498
27805.57498 162760416.7 #VALUE! #VALUE! 3.67 7.19 #VALUE!
7.19 #VALUE! 62.50 9.55 #VALUE!
0.8 0.044
27805.57498 162760416.7 #VALUE! #VALUE!
#VALUE! 62.50 9.55 #VALUE! 1.83 #VALUE!
#VALUE! 0.8 0.044
27805.57498 162760416.7 #VALUE! #VALUE!
0.044
#VALUE! 1.83 #VALUE! #VALUE! #VALUE! 0.8
162760416.7
375
300
200
12
12
12
125
125
125
0.8
BOTTOM BARS (PER
BOTTOM PAN)
TOP BARS DISCONT.
(TBD)
SHORT SPAN (MM)
BAR ø UNLESS
OTHERWISE
SPECIFIED
THICKNESS
"t"
0.8
0.8
THICKNESS
(MM)
60
60
60
LONG SPAN (MM)
#VALUE!
1W
#VALUE!
#VALUE!
250
#VALUE!
#VALUE!
12
12
12
125
125
125
0.8
0.8
0.8 #VALUE!
1W
-
1 - 12ø PER PAN
1 - 12ø PER PAN
1 - 12ø PER PAN
STRUCTURAL ENGINEER STRUCTURAL DESIGN MANAGER
HAMPREY O. LIM DENNIS E. TRIAS
#VALUE!
#VALUE!
#VALUE!
12
125 0.8
375
375
375
375
#VALUE!
#VALUE!
#VALUE!
375
375
375
#VALUE!
#VALUE!
#VALUE!
REMARKS
375
300
TOP BARS CONT.
(TBC)
200
250
#VALUE!
#VALUE!
#VALUE!
1W
1W
MARK
1
2
3
4
5
6
7
COUNTERCHECK
SAFE
SAFE
SAFE
SAFE
SAFE
SAFE
SAFE
SAFE
#VALUE! #VALUE! 3.67 7.19 #VALUE! 62.50 9.55
1.83 #VALUE! #VALUE! #VALUE! 0.8 0.044
3.67
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
METAL DECK SCHEDULE
60
60
60
60
GRADE KSI
TYPE
(OR EQUIVALENT)
DN STEELDECK 4
DN STEELDECK 4
DN STEELDECK 4
DN STEELDECK 4
DN STEELDECK 4
DN STEELDECK 4
DN STEELDECK 4
METAL DECK
MARK
S-1
S-2
S-3
S-4
S-5
S-6
S-7
TOP BARS DISCONT.
(TBD)
375
TOP BARS CONT.
(TBC)