S SCHEDULE OF BEAMS AND GIRDERS( EXPOSURE D AND V=340KPH)

ROOF 10mm Ø,1@ 50, 10

SIZES (mm) REINFORCEMENT BARS BAR ARRANGEMENT PROVIDE 2 -16 mmØ
DECK RG-1 300 500 5-25mmØ 3-25mmØ 3-25mmØ 5-25mmØ @100, REST @
FLOOR LEVEL WEB BARS
MARK BREADTH DEPTH SUPPORT MID - SPAN EXT. MID. INT. 200mm O.C.
LEVEL STIRRUPS SIZE REMARKS
AND SPACING
B D TOP BOTTOM TOP BOTTOM SUPP. SPAN SUPP. 10mm Ø,1@ 50, 10
PROVIDE 2 -16 mmØ
RG-2 400 500 4-25mmØ 2-25mmØ 2-25mmØ 3-25mmØ @100, REST @
WEB BARS
10mm Ø,1@ 50, 14 200mm O.C.
SECOND PROVIDE 2 -16 mmØ
G-1 450 700 8-25mmØ 5-25mmØ 5-25mmØ 5-25mmØ @100, REST @
FLOOR WEB BARS 10mm Ø,1@ 50, 10
200mm O.C. PROVIDE 2 -16 mmØ
LEVEL RB-1 300 500 6-25mmØ 3-25mmØ 4-25mmØ 5-25mmØ @100, REST @
WEB BARS
4L-12mmØ,1@ 50, 200mm O.C.
PROVIDE 2 -16 mmØ
G-1A 450 700 10-25mmØ 5-25mmØ 5-25mmØ 10-25mmØ REST @ 75mm O.C.
WEB BARS 10mm Ø,1@ 50, 10
PROVIDE 2 -16 mmØ
RB-1A 400 500 3-25mmØ 2-25mmØ 2-25mmØ 3-25mmØ @100, REST @
WEB BARS
4L-12mmØ,1@ 50, 200mm O.C.
PROVIDE 2 -16 mmØ
G-1B 450 700 11-25mmØ 6-25mmØ 6-25mmØ 11-25mmØ REST @ 75mm O.C.
WEB BARS 10mm Ø,1@ 50, 10
PROVIDE 2 -16 mmØ
RB-2 350 500 4-25mmØ 2-25mmØ 2-25mmØ 4-25mmØ @100, REST @
WEB BARS
10mm Ø,1@ 50, 14 200mm O.C.
PROVIDE 2 -16 mmØ
G-1C 450 700 9-25mmØ 6-25mmØ 6-25mmØ 6-25mmØ @100, REST @
WEB BARS 10mm Ø,1@ 50, 10
200mm O.C.
RB-3 250 400 3-25mmØ 2-25mmØ 2-25mmØ 3-25mmØ @100, REST @
10mm Ø,1@ 50, 10 200mm O.C.
G-2 300 400 4-25mmØ 2-25mmØ 2-25mmØ 4-25mmØ @100, REST @
200mm O.C. 10mm Ø,1@ 50, 10
RB-3A 250 400 3-25mmØ 2-25mmØ 2-25mmØ 3-25mmØ @100, REST @
10mm Ø,1@ 50, 10 200mm O.C.
PROVIDE 2 -16 mmØ
G-3 400 500 6-25mmØ 3-25mmØ 4-25mmØ 5-25mmØ @100, REST @
WEB BARS 10mm Ø,1@ 50, 8
200mm O.C.
RB-4 200 300 2-25mmØ 2-25mmØ 2-25mmØ 2-25mmØ @100, REST @
10mm Ø,1@ 50, 10 200mm O.C.
B-1 300 400 4-20mmØ 2-20mmØ 2-20mmØ 4-20mmØ @100, REST @
200mm O.C. 10mm Ø,1@ 50, 10
RB-5 200 400 2-25mmØ 2-25mmØ 2-25mmØ 2-25mmØ @100, REST @
10mm Ø,1@ 50, 10 200mm O.C.
B-2 250 400 4-16mmØ 2-16mmØ 2-16mmØ 4-16mmØ @100, REST @
200mm O.C. 10mm Ø,1@ 50, 10
RB-6 250 350 2-25mmØ 2-25mmØ 2-25mmØ 2-25mmØ @100, REST @
10mm Ø,1@ 50, 8 200mm O.C.
CB-1 250 400 4-16mmØ 2-16mmØ 4-16mmØ 2-16mmØ @100, REST @ 200mm
O.C TO FREE END 10mm Ø,1@ 50, 10
250 300 3-25mmØ 2-25mmØ 3-25mmØ 2-25mmØ @100, REST @ 200mm
RCB-1
10mm Ø,1@ 50, 14 O.C TO FREE END
THIRD PROVIDE 2 -16 mmØ
G-1 450 700 8-25mmØ 5-25mmØ 5-25mmØ 5-25mmØ @100, REST @
FLOOR WEB BARS 10mm Ø,1@ 50, 10
200mm O.C.
LEVEL RCB-2 250 300 3-25mmØ 2-25mmØ 3-25mmØ 2-25mmØ @100, REST @ 200mm
4L-12mmØ,1@ 50, O.C TO FREE END
PROVIDE 2 -16 mmØ
G-1A 450 700 8-25mmØ 5-25mmØ 5-25mmØ 8-25mmØ REST @ 75mm O.C.
WEB BARS 10mm Ø,1@ 50, 8
LRB-1 200 300 2-25mmØ 2-25mmØ 2-25mmØ 2-25mmØ @100, REST @
4L-12mmØ,1@ 50, 200mm O.C.
PROVIDE 2 -16 mmØ
G-1B 450 700 9-25mmØ 5-25mmØ 5-25mmØ 9-25mmØ REST @ 75mm O.C.
WEB BARS
SCHEDULE OF SLABS
10mm Ø,1@ 50, 14
PROVIDE 2 -16 mmØ REINFORCING BARS
G-1C 450 700 9-25mmØ 5-25mmØ 5-25mmØ 5-25mmØ @100, REST @
WEB BARS
200mm O.C. MARK THICKNESS REMARKS
PARALLEL TO PARALLEL TO
10mm Ø,1@ 50, 10 LONG SPAN SHORT SPAN
G-2 300 400 3-25mmØ 2-25mmØ 2-25mmØ 3-25mmØ @100, REST @
200mm O.C. 12mmØ @ 250 mm O.C. BENT- 12mmØ @190mm O.C. BENT- LEGEND:
S-1 100mm+FIN. UP 2 OUT OF 3 @ L/4 FROM UP 2 OUT OF 3 @ L/4 FROM TWO - WAY
FACE OF SUPPORT FACE OF SUPPORT
10mm Ø,1@ 50, 12 S SUPPLEMENTAL DRAWING DETAILS (1/23/2018)
G-3 300 550 6-25mmØ 4-25mmØ 4-25mmØ 4-25mmØ @100, REST @ PROVIDE 2 -16 mmØ 12mmØ @200mm O.C. BENT- 12mmØ @150mm O.C. BENT-
- ADDITIONAL SCHEDULE/DETAILS OF STRUCTURAL MEMBERS FOR:
200mm O.C. WEB BARS S-2 100mm+FIN. UP 2 OUT OF 3 @ L/4 FROM UP 2 OUT OF 3 @ L/4 FROM TWO - WAY
FACE OF SUPPORT FACE OF SUPPORT EXPOSURE CATEGORY D - FLAT, UNOBSTRUCTED AREAS AND/OR
STRUCTURES NEAR THE COASTLINE OR OTHER BODIES OF WATER
10mm Ø,1@ 50, 10 12mmØ @250mm O.C. BENT- HAVING WIND VELOCITY OF 340 kph
10mm Ø TEMPERATURE BARS
B-1 300 400 3-20mmØ 2-20mmØ 2-20mmØ 3-20mmØ @100, REST @ S-3 100mm+FIN. @ 250mm O.C.
UP 2 OUT OF 3 @ L/4 FROM ONE - WAY
FACE OF SUPPORT EXPOSURE CATEGORY B - URBAN AND SUBURBAN AREAS, WOODED
200mm O.C. AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED
12mmØ @250mm O.C. BENT- 12mmØ @140mm O.C. BENT- OBSTRUCTIONS HAVING THE SIZE OF SINGLE-FAMILY DWELLINGS
S-4 120mm+FIN. UP 2 OUT OF 3 @ L/4 FROM UP 2 OUT OF 3 @ L/4 FROM TWO- WAY OR LARGER HAVING WIND VELOCITY OF 270 kph
10mm Ø,1@ 50, 14
FOURTH PROVIDE 2 -16 mmØ FACE OF SUPPORT FACE OF SUPPORT
G-1 450 700 7-25mmØ 4-25mmØ 3-25mmØ 4-25mmØ @100, REST @
FLOOR WEB BARS
200mm O.C.
LEVEL
4L-12mmØ,1@ 50, 100 GRID GRID GRID
G-1A 450 700 6-25mmØ 4-25mmØ 4-25mmØ 6-25mmØ REST @ 75mm O.C. PROVIDE 2 -16 mmØ
WEB BARS
L/4 + 12Ø L/4 + 12Ø
4L-12mmØ,1@ 50, 100
PROVIDE 2 -16 mmØ
G-1
G-1B 450 700 6-25mmØ 4-25mmØ 4-25mmØ 6-25mmØ REST @ 75mm O.C.
WEB BARS

10mm Ø,1@ 50, 14

PROVIDE 2 -16 mmØ
G-1C 450 700 6-25mmØ 4-25mmØ 4-25mmØ 4-25mmØ @100, REST @
WEB BARS
200mm O.C.

10mm Ø,1@ 50, 10

G-2 250 400 3-20mmØ 2-20mmØ 2-20mmØ 3-20mmØ @100, REST @
L/5 - 12Ø L/5 - 12Ø
200mm O.C.
L
10mm Ø,1@ 50, 10
PROVIDE 2 -16 mmØ
G-3 300 500 6-25mmØ 4-25mmØ 4-25mmØ 6-25mmØ @100, REST @
WEB BARS 1 TYPICAL GIRDER/BEAM DETAILS
200mm O.C.

10mm Ø,1@ 50, 10

S-8 SCALE 1:40 M

B-1 250 400 3-25mmØ 2-25mmØ 2-25mmØ 3-25mmØ @100, REST @

200mm O.C.

REPUBLIC OF THE PHILIPPINES DESIGNED : SIGNED

PROJECT AND LOCATION: SHEET CONTENTS: SUBMITTED: RECOMMENDING APPROVAL: APPROVED: CONCURRED: SET NO. SHEET NO.
DARREN DC. APOLINAR
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS SCHEDULE OF BEAMS AND GIRDERS (EXPOSURE D) ENGINEER II
MODIFIED STANDARD DPWH - DEPED SCHEDULE OF SLABS CADD: SIGNED
BUREAU OF DESIGN FOUR (4) STOREY, TWENTY (20) TYPICAL GIRDER/BEAM DETAILS MARK ANTHONY H. AGUSTIN APPROVED WITH SIGNATURE SEE COVER SHEET FOR SIGNATURE SEE COVER SHEET FOR SIGNATURE SEE COVER SHEET FOR SIGNATURE BOD
S-8
ENGINEER II
JOSEPHINE P. ISTURIS LEA N. DELFINADO GILBERTO S. REYES LEONOR M. BRIONES
BUILDINGS DIVISION
CLASSROOM SCHOOL BUILDING CHECKED: SIGNED B 15 90
OIC, UNDERSECRETARY FOR
BONIFACIO DRIVE PORT AREA, MANILA KATHRINE ANNE C. MACOY CHIEF, BUILDINGS DIVISION OFFICER-IN-CHARGE,BOD SECRETARY, DEP ED
ENGINEER IV TECHNICAL SERVICES, DPWH