7/28/2019 RYAN SLAB

1/20

DESIGN OF TWO WAY SLAB MARK : SProject

Location

Owner

DESIGN DATA

LOADS

DEAD LOAD w dl = 1.50 KPa

LIVE LOAD w ll = 2.00 KPa

MATERIAL DATAConcrete f'c = 20.70 MPa

w = 23.60 KN/m3

Steel Fy = 250.00 MPa

SLAB DATA

SPAN S = 3.00 m MOMENT COEFFICIENT

L = 4.00 m SHORT SPAN LONG SPAN

Thickness t = 100.00 mm Negative

S/L = 0.75 Discon 0.064 0.049

say = 3.00 Cont 0.032 0.025

CASE No. = 3 Positive 0.041 0.031

STEEL REQUIREMENT

CENTER STRIP OUTER STRIP

Bottom Bars Top Bars Bottom Bars Top Bars

Disc Edge Cont Edge Disc Edge Cont Edge

HORT SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 250 320 180 375 480 270

LONG SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 330 420 210 495 630 310

: 2- STOREY RESIDENTIAL BLDG.

: POBLACION INITAO, MIS. OR.

: ARNEL S. PACANA

7/28/2019 RYAN SLAB

2/20

SLAB DESIGN . . p2

Continous Edge

Continous Edge Discontinous

Discontinous Edge

BARS ARRANGEMENT

S/4

L/4L

S/4

10mm@170mm OCTop Bars

10mm@180mm OCBottom Bars

10mm@180mm OCBottom Bars

10mm@160mm OCTop Bars

10mm@270mm OCTop Bars

10mm@270mm OCBottom Bars

10mm@150mm OCTop Bars

10mm@180mmOC

10mm@180mm OC

10mm@180mmOC

10mm@270mm OCBottom Bars

10mm@180mm OCTop Bars

7/28/2019 RYAN SLAB

3/20

DESIGN OF TWO WAY SLAB MARK : SProject

Location

Owner

DESIGN DATA

LOADS

DEAD LOAD w dl = 1.50 KPa

LIVE LOAD w ll = 2.00 KPa

MATERIAL DATA

Concrete f'c = 20.70 MPa

w = 23.60 KN/m3

Steel Fy = 250.00 MPa

SLAB DATA

SPAN S = 2.40 m MOMENT COEFFICIENT

L = 4.00 m SHORT SPAN LONG SPAN

Thickness t = 100.00 mm Negative

S/L = 0.6 Discon 0.055 0.041

say = 3.00 Cont 0.027 0.021

CASE No. = 2 Positive 0.048 0.037

STEEL REQUIREMENT

CENTER STRIP OUTER STRIP

Bottom Bars Top Bars Bottom Bars Top Bars

Disc Edge Cont Edge Disc Edge Cont Edge

HORT SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 340 610 290 510 915 435

LONG SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 440 780 400 660 1170 600

: PROPOSED TWO STOREY BUILDING

: MORNING MIST, PUEBLO DE ORO ,CDOC

: SPS. FELIX & RENERIA JANDAYAN

7/28/2019 RYAN SLAB

4/20

SLAB DESIGN . . p2

Continous Edge

Continous Edge Discontinous

Discontinous Edge

BARS ARRANGEMENT

S/4

L/4L

S/4

10mm@170mm OCTop Bars

10mm@180mm OCBottom Bars

10mm@180mm OCBottom Bars

10mm@160mm OCTop Bars

10mm@270mm OCTop Bars

10mm@270mm OCBottom Bars

10mm@150mm OCTop Bars

10mm@180mmOC

10mm@180mm OC

10mm@180mmOC

10mm@270mm OCBottom Bars

10mm@180mm OCTop Bars

7/28/2019 RYAN SLAB

5/20

DESIGN OF TWO WAY SLAB MARK : S2Project

Location

Owner

DESIGN DATA

LOADS

DEAD LOAD w dl = 1.50 KPa

LIVE LOAD w ll = 4.00 KPa

MATERIAL DATA

Concrete f'c = 20.70 MPa

w = 23.60 KN/m3

Steel Fy = 250.00 MPa

SLAB DATA

SPAN S = 3.50 m MOMENT COEFFICIENT

L = 3.90 m SHORT SPAN LONG SPAN

Thickness t = 100.00 mm Negative

S/L = 0.8974359 Discon 0.057 0.049

say = 2.00 Cont 0.028 0.025

CASE No. = 3 Positive 0.036 0.031

STEEL REQUIREMENT INDIA2

CENTER STRIP OUTER STRIP

Bottom Bars Top Bars Bottom Bars Top Bars

Disc Edge Cont Edge Disc Edge Cont Edge

HORT SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 190 180 270 285 270

LONG SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 220 180 270 330 270

: PROPOSED TEMPLE BLDG.

: ALUBA, MACASANDIG, CDOC

: GURU NANAK INDIAN TEMPLE

7/28/2019 RYAN SLAB

6/20

SLAB DESIGN . . p2

Continous Edge

Continous Edge Discontinous

Discontinous Edge

BARS ARRANGEMENT

S/4

L/4L

S/4

10mm@170mm OCTop Bars

10mm@240mm OCBottom Bars

10mm@180mm OCBottom Bars

10mm@160mm OCTop Bars

10mm@270mm OCTop Bars

10mm@270mm OCBottom Bars

10mm@150mm OCTop Bars

10mm@180mmOC

10mm@180mm OC

12mm@180mmOC

10mm@270mm OCBottom Bars

10mm@180mm OCTop Bars

7/28/2019 RYAN SLAB

7/20

DESIGN OF TWO WAY SLAB MARK : S1Project

Location

Owner

DESIGN DATA

LOADS

DEAD LOAD w dl = 1.50 KPa

LIVE LOAD w ll = 4.00 KPa

MATERIAL DATA

Concrete f'c = 20.70 MPa

w = 23.60 KN/m3

Steel Fy = 250.00 MPa

SLAB DATA

SPAN S = 3.90 m MOMENT COEFFICIENT

L = 4.50 m SHORT SPAN LONG SPAN

Thickness t = 100.00 mm Negative

S/L = 0.86666667 Discon 0.048 0.041

say = 2.00 Cont 0.024 0.021

CASE No. = 2 Positive 0.043 0.037

STEEL REQUIREMENT

CENTER STRIP OUTER STRIP

Bottom Bars Top Bars Bottom Bars Top Bars

Disc Edge Cont Edge Disc Edge Cont Edge

HORT SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 180 180 270 270 270

LONG SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 210 180 270 315 270

: PROPOSED TEMPLE BLDG.

: ALUBA, MACASANDIG, CDOC

: GURU NANAK INDIAN TEMPLE

7/28/2019 RYAN SLAB

8/20

SLAB DESIGN . . p2

Continous Edge

Continous Edge Discontinous

Discontinous Edge

BARS ARRANGEMENT

S/4

L/4L

S/4

10mm@170mm OCTop Bars

10mm@240mm OCBottom Bars

10mm@180mm OCBottom Bars

10mm@160mm OCTop Bars

10mm@270mm OCTop Bars

10mm@270mm OCBottom Bars

10mm@150mm OCTop Bars

10mm@180mmOC

10mm@180mm OC

12mm@180mmOC

10mm@270mm OCBottom Bars

10mm@180mm OCTop Bars

7/28/2019 RYAN SLAB

9/20

DESIGN OF TWO WAY SLAB MARK : S1Project

Location

Owner

DESIGN DATA

LOADS

DEAD LOAD w dl = 1.50 KPa

LIVE LOAD w ll = 4.00 KPa

MATERIAL DATA

Concrete f'c = 20.70 MPa

w = 23.60 KN/m3

Steel Fy = 250.00 MPa

SLAB DATA

SPAN S = 4.00 m MOMENT COEFFICIENT

L = 4.00 m SHORT SPAN LONG SPAN

Thickness t = 100.00 mm Negative

S/L = 1 Discon 0.049 0.049

say = 1.00 Cont 0.025 0.025

CASE No. = 3 Positive 0.031 0.031

STEEL REQUIREMENT

CENTER STRIP OUTER STRIP

Bottom Bars Top Bars Bottom Bars Top Bars

Disc Edge Cont Edge Disc Edge Cont Edge

HORT SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 180 180 270 270 270

LONG SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 180 180 270 270 270

: SEAOIL FILLING STATION

: BULUA, CDOC

: SEA OIL PHIL. INC.

7/28/2019 RYAN SLAB

10/20

SLAB DESIGN . . p2

Continous Edge

Continous Edge Discontinous

Discontinous Edge

BARS ARRANGEMENT

S/4

L/4L

S/4

10mm@170mm OCTop Bars

10mm@240mm OCBottom Bars

10mm@180mm OCBottom Bars

10mm@160mm OCTop Bars

10mm@270mm OCTop Bars

10mm@270mm OCBottom Bars

10mm@150mm OCTop Bars

10mm@180mmOC

10mm@180mm OC

12mm@180mmOC

10mm@270mm OCBottom Bars

10mm@180mm OCTop Bars

7/28/2019 RYAN SLAB

11/20

DESIGN OF TWO WAY SLAB MARK : S1Project

Location

Owner

DESIGN DATA

LOADS

DEAD LOAD w dl = 1.50 KPa

LIVE LOAD w ll = 4.00 KPa

MATERIAL DATA

Concrete f'c = 20.70 MPa

w = 23.60 KN/m3

Steel Fy = 250.00 MPa

SLAB DATA

SPAN S = 3.50 m MOMENT COEFFICIENT

L = 4.00 m SHORT SPAN LONG SPAN

Thickness t = 100.00 mm Negative

S/L = 0.875 Discon 0.057 0.049

say = 2.00 Cont 0.028 0.025

CASE No. = 3 Positive 0.036 0.031

STEEL REQUIREMENT

CENTER STRIP OUTER STRIP

Bottom Bars Top Bars Bottom Bars Top Bars

Disc Edge Cont Edge Disc Edge Cont Edge

HORT SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 190 180 270 285 270

LONG SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 220 180 270 330 270

: PROPOSED TWO STOREY DUPLEX BUILDING

:L7,B12,VISTA VERDE VILLAGE, CDOC

: IRIS C. POSTON

7/28/2019 RYAN SLAB

12/20

SLAB DESIGN . . p2

Continous Edge

Continous Edge Discontinous

Discontinous Edge

BARS ARRANGEMENT

S/4

L/4L

S/4

10mm@170mm OCTop Bars

10mm@240mm OCBottom Bars

10mm@180mm OCBottom Bars

10mm@160mm OCTop Bars

10mm@270mm OCTop Bars

10mm@270mm OCBottom Bars

10mm@150mm OCTop Bars

10mm@180mmOC

10mm@180mm OC

12mm@180mmOC

10mm@270mm OCBottom Bars

10mm@180mm OCTop Bars

7/28/2019 RYAN SLAB

13/20

DESIGN OF TWO WAY SLAB MARK : SProject

Location

Owner

DESIGN DATA

LOADS

DEAD LOAD w dl = 1.50 KPa

LIVE LOAD w ll = 2.00 KPa

MATERIAL DATA

Concrete f'c = 20.70 MPa

w = 23.60 KN/m3

Steel Fy = 250.00 MPa

SLAB DATA

SPAN S = 4.00 m MOMENT COEFFICIENT

L = 5.00 m SHORT SPAN LONG SPAN

Thickness t = 100.00 mm Negative

S/L = 0.8 Discon 0.055 0.041

say = 3.00 Cont 0.027 0.021

CASE No. = 2 Positive 0.048 0.037

STEEL REQUIREMENT

CENTER STRIP OUTER STRIP

Bottom Bars Top Bars Bottom Bars Top Bars

Disc Edge Cont Edge Disc Edge Cont Edge

HORT SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 210 180 270 315 270

LONG SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 270 180 270 405 270

: TWO STOREY RESIDENTIAL BLDG.

: INITAO ,MISAMIS ORIENTAL

: BARRYMORE A. ROA

7/28/2019 RYAN SLAB

14/20

SLAB DESIGN . . p2

Continous Edge

Continous Edge Discontinous

Discontinous Edge

BARS ARRANGEMENT

S/4

L/4L

S/4

10mm@170mm OCTop Bars

10mm@180mm OCBottom Bars

10mm@180mm OCBottom Bars

10mm@160mm OCTop Bars

10mm@270mm OCTop Bars

10mm@270mm OCBottom Bars

10mm@150mm OCTop Bars

10mm@180mmOC

10mm@180mm OC

10mm@180mmOC

10mm@270mm OCBottom Bars

10mm@180mm OCTop Bars

7/28/2019 RYAN SLAB

15/20

DESIGN OF TWO WAY SLAB MARK : SProject

Location

Owner

DESIGN DATA

LOADS

DEAD LOAD w dl = 1.50 KPa

LIVE LOAD w ll = 4.00 KPa

MATERIAL DATA

Concrete f'c = 20.70 MPa

w = 23.60 KN/m3

Steel Fy = 250.00 MPa

SLAB DATA

SPAN S = 3.50 m MOMENT COEFFICIENT

L = 4.00 m SHORT SPAN LONG SPAN

Thickness t = 150.00 mm Negative

S/L = 0.875 Discon 0.048 0.041

say = 2.00 Cont 0.024 0.021

CASE No. = 2 Positive 0.043 0.037

STEEL REQUIREMENT

CENTER STRIP OUTER STRIP

Bottom Bars Top Bars Bottom Bars Top Bars

Disc Edge Cont Edge Disc Edge Cont Edge

HORT SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 340 160 270 510 240

LONG SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 220 390 190 330 585 280

: PROPOSED RESIDENTIAL BUILDING

: INDAHAG, CAGAYAN DE ORO CITY

: RYAN PABELLAN

7/28/2019 RYAN SLAB

16/20

SLAB DESIGN . . p2

Continous Edge

Continous Edge Discontinous

Discontinous Edge

BARS ARRANGEMENT

S/4

L/4L

S/4

10mm@170mm OCTop Bars

10mm@180mm OCBottom Bars

10mm@180mm OCBottom Bars

10mm@160mm OCTop Bars

10mm@270mm OCTop Bars

10mm@270mm OCBottom Bars

10mm@150mm OCTop Bars

10mm@180mmOC

10mm@180mm OC

10mm@180mmOC

10mm@270mm OCBottom Bars

10mm@180mm OCTop Bars

7/28/2019 RYAN SLAB

17/20

7/28/2019 RYAN SLAB

18/20

7/28/2019 RYAN SLAB

19/20

DESIGN OF TWO WAY SLAB MARK : SProject

Location

Owner

DESIGN DATA

LOADS

DEAD LOAD w dl = 1.50 KPa

LIVE LOAD w ll = 4.00 KPa

MATERIAL DATA

Concrete f'c = 20.70 MPa

w = 23.60 KN/m3

Steel Fy = 250.00 MPa

SLAB DATA

SPAN S = 3.00 m MOMENT COEFFICIENT

L = 4.00 m SHORT SPAN LONG SPAN

Thickness t = 100.00 mm Negative

S/L = 0.75 Discon 0.055 0.041

say = 3.00 Cont 0.027 0.021

CASE No. = 2 Positive 0.048 0.037

STEEL REQUIREMENT

CENTER STRIP OUTER STRIP

Bottom Bars Top Bars Bottom Bars Top Bars

Disc Edge Cont Edge Disc Edge Cont Edge

HORT SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 180 270 180 270 405 270

LONG SPAN

Bar Diameter, mm 10 10 10 10 10 10

Spacing, mm 200 360 180 300 540 270

: CHURCH BUILDING

: BULUA, CAGAYAN DE ORO CITY

: CHRIST'S GOSPEL FELLOWSHIP MINISTRIES INC.

7/28/2019 RYAN SLAB

20/20

SLAB DESIGN . . p2

Continous Edge

Continous Edge Discontinous

Discontinous Edge

BARS ARRANGEMENT

S/4

L/4L

S/4

10mm@170mm OCTop Bars

10mm@180mm OCBottom Bars

10mm@180mm OCBottom Bars

10mm@160mm OCTop Bars

10mm@270mm OCTop Bars

10mm@270mm OCBottom Bars

10mm@150mm OCTop Bars

10mm@180mmOC

10mm@180mm OC

10mm@180mmOC

10mm@270mm OCBottom Bars

10mm@180mm OCTop Bars