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BM Term Dgte

The document is a schedule of beams for a proposed terminal building in Dumaguete City, Philippines. It provides details on 17 different beams including their width, depth, span, reinforcement at supports and midspan, and any additional notes. The beams are designed for a concrete compressive strength of 4,000 psi and steel yields of 40,000 psi (reinforcement) and 33,000 psi (post-tensioning strands, where noted).

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Aly Arquillano Jr
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46 views3 pages

BM Term Dgte

The document is a schedule of beams for a proposed terminal building in Dumaguete City, Philippines. It provides details on 17 different beams including their width, depth, span, reinforcement at supports and midspan, and any additional notes. The beams are designed for a concrete compressive strength of 4,000 psi and steel yields of 40,000 psi (reinforcement) and 33,000 psi (post-tensioning strands, where noted).

Uploaded by

Aly Arquillano Jr
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
You are on page 1/ 3

Project : PROPOSED TERMINAL BUILDING

Location : Dumaguete City


Owner : Phil. Ports Authority
Architect : Faustino A. Duray III / Vicente G. Sinco
SCHEDULE OF BEAMS
Fc' = 4,000 Psi Fy = 40,000 Psi Fvy = 33,000 Psi
BEAM 10mm STIRRUPS
WIDTH (cm) DEPTH (cm) SPAN (m) LEFT SUPPORT MIDSPAN RIGHT SUPPORT STIFFENER REMARKS
DESIGNATION (2-legs)
top 4 - 25 mm 2 - 25 mm 4 - 25 mm 9 @ 5 , 4 @ 10 Conventional
2B1 30 50 5.00 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 3 - 16 mm 3 - 16 mm 3 - 16 mm 3 @ 10 Conventional
2B2 20 35 1.55 -
bottom 3 - 16 mm 3 - 16 mm 3 - 16 mm rest @ 30 cm O.C. Beam
top 2 - 20 mm 2 - 20 mm 2 - 20 mm 4 @ 10 Conventional
2B3 25 40 5.00 -
bottom 2 - 20 mm 6 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 3 - 25 mm 2 - 25 mm 3 - 25 mm 13 @ 5 , 3 @ 10 Conventional
2B4 35 70 5.00 2-16mm
bottom 3 - 25 mm 4 - 25 mm 3 - 25 mm rest @ 30 cm O.C. Beam
top 6 - 25 mm 2 - 25 mm 6 - 25 mm 10 @ 5, 4 @ 10 Conventional
2B5 30 55 5.00 -
bottom 3 - 25 mm 3 - 25 mm 3 - 25 mm rest @ 30 cm O.C. Beam
top 2 - 25 mm 2 - 25 mm 2 - 25 mm 5 @ 10 Conventional
2B6 30 50 5.50 -
bottom 2 - 25 mm 5 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 5 - 20 mm 2 - 20 mm 5 - 20 mm 8 @ 5, 4 @ 10 Conventional
2B7 25 40 5.00 -
bottom 2 - 20 mm 2 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 3 - 25 mm 2 - 25 mm 3 - 25 mm 10 @ 5, 5 @ 10 Conventional
2B8 30 55 9.54 -
bottom 3 - 25 mm 7 - 25 mm 3 - 25 mm rest @ 30 cm O.C. Beam
top 3 - 25 mm 2 - 25 mm 4 - 25 mm 5 @ 5, 5 @ 10 Post-Tension
2B9 30 55 9.54 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 4 - 25 mm 2 - 25 mm 3 - 25 mm 5 @ 5, 5 @ 10 Post-Tension
2B9A 30 55 8.98 -
bottom 2 - 25 mm 2 - 25 mm 4 - 25 mm rest @ 30 cm O.C. Beam
top 4 - 25 mm 2 - 25 mm 4 - 25 mm 10 @ 5, 4 @ 10 Conventional
2B10 30 55 4.77 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 2 - 25 mm 2 - 25 mm 2 - 25 mm 5 @ 5, 5 @ 10 Post-Tension
2B11 35 70 15.99 2-16mm
bottom 3 - 25 mm 3 - 25 mm 3 - 25 mm rest @ 30 cm O.C. Beam
top 3 - 25 mm 2 - 25 mm 3 - 25 mm 8 @ 5, 5 @ 10 Post-Tension
2B12 30 55 4.77 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 4 - 25 mm 2 - 25 mm 4 - 25 mm 9 @ 5, 5 @ 10 Post-Tension
2B13 35 70 15.99 2-16mm
bottom 4 - 25 mm 3 - 25 mm 4 - 25 mm rest @ 30 cm O.C. Beam
top 3 - 25 mm 2 - 25 mm 3 - 25 mm 9 @ 5, 5 @ 10 Post-Tension
2B14 30 55 4.77 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 2 - 25 mm 2 - 25 mm 2 - 25 mm 5 @ 5 , 5 @ 10 Post-Tension
2B15 30 70 13.49 2-16mm
bottom 3 - 25 mm 3 - 25 mm 3 - 25 mm rest @ 30 cm O.C. Beam
top 5 - 25 mm 2 - 25 mm 5 - 25 mm 10 @ 5, 4 @ 10 Conventional
2B16 30 55 4.97 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam

Page 1 of 3
SCHEDULE OF BEAMS
Fc' = 4,000 Psi Fy = 40,000 Psi Fvy = 33,000 Psi
BEAM 10mm STIRRUPS
WIDTH (cm) DEPTH (cm) SPAN (m) LEFT SUPPORT MIDSPAN RIGHT SUPPORT STIFFENER REMARKS
DESIGNATION (2-legs)
top 5 - 25 mm 2 - 25 mm 5 - 25 mm 10 @ 5, 5 @ 10 Conventional
2B17 30 55 11.02 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 2 - 20 mm 2 - 20 mm 2 - 20 mm 4 @ 10 Conventional
2B18 25 45 4.97 -
bottom 2 - 20 mm 6 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 5 - 25 mm 2 - 25 mm 5 - 25 mm 10 @ 5, 4 @ 10 Conventional
2B19 30 55 4.97 -
bottom 4 - 25 mm 2 - 25 mm 4 - 25 mm rest @ 30 cm O.C. Beam
top 6 - 25 mm 2 - 25 mm 6 - 25 mm 13 @ 5, 4 @ 10 Conventional
2G1 35 70 5.00 2-16mm
bottom 2 - 25 mm 5 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 3 - 25 mm 2 - 25 mm 3 - 25 mm 10 @ 5, 4 @ 10 Conventional
2G2 30 55 5.00
bottom 3 - 25 mm 5 - 25 mm 3 - 25 mm rest @ 30 cm O.C. Beam
top 3 - 25 mm 2 - 25 mm 3 - 25 mm 4 @ 10 Conventional
2G3 35 70 5.00 2-16mm
bottom 3 - 25 mm 7 - 25 mm 3 - 25 mm rest @ 30 cm O.C. Beam
top 3 - 20 mm 2 - 20 mm 3 - 20 mm 8 @ 5 , 4 @ 10 Conventional
2G4 25 40 2.30 -
bottom 2 - 20 mm 3 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 7 - 25 mm 2 - 25 mm 5 - 25 mm 11 @ 5 , 4 @ 10 Conventional
2G5 35 60 5.00 2-16mm
bottom 3 - 25 mm 8 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 6 - 20 mm 2 - 20 mm 6 - 20 mm 10 @ 5 , 4 @ 10 Conventional
2G6 30 55 5.00 -
bottom 2 - 20 mm 5 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 4 - 25 mm 2 - 25 mm 4 - 25 mm 12 @ 5 , 5 @ 10 Post-Tension
2G7 30 55 11.02 -
bottom 4 - 25 mm 2 - 25 mm 4 - 25 mm rest @ 30 cm O.C. Beam
top 4 - 25 mm 2 - 25 mm 4 - 25 mm 12 @ 5 , 5 @ 10 Post-Tension
2G8 35 70 15.99 2-16mm
bottom 4 - 25 mm 3 - 25 mm 4 - 25 mm rest @ 30 cm O.C. Beam
top 5 - 25 mm 2 - 25 mm 5 - 25 mm 12 @ 5 , 5 @ 10 Post-Tension
2G9 35 70 15.99 2-16mm
bottom 4 - 25 mm 3 - 25 mm 4 - 25 mm rest @ 30 cm O.C. Beam
top 6 - 25 mm 2 - 25 mm 6 - 25 mm 12 @ 5 , 5 @ 10 Post-Tension
2G10 40 70 15.99 2-16mm
bottom 4 - 25 mm 4 - 25 mm 4 - 25 mm rest @ 30 cm O.C. Beam
top 4 - 16 mm 2 - 16 mm 4 - 16 mm 4 @ 10 Conventional
EB1 20 40 5.00 -
bottom 2 - 16 mm 4 - 16 mm 2 - 16 mm rest @ 30 cm O.C. Beam
top 2 - 25 mm 2 - 25 mm 2 - 25 mm 5 @ 10 Conventional
EB2 25 50 8.98 -
bottom 2 - 25 mm 5 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 4 - 25 mm 4 - 25 mm 4 - 25 mm 4 @ 10 , 4 @ 10 Conventional
2CB1 25 50 1.55 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 20 cm O.C. Beam
top 4 - 25 mm 4 - 25 mm 4 - 25 mm 4 @ 5 , 4 @ 10 Conventional
2CB2 25 40 1.20 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 20 cm O.C. Beam
top 4 - 25 mm 2 - 25 mm 4 - 25 mm 8 @ 5, 4 @ 10 Conventional
RMB1 25 40 5.00 -
bottom 2 - 25 mm 2 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 2 - 25 mm 2 - 25 mm 2 - 25 mm 4 @ 10 Conventional
RMB2 30 60 5.00 2-16mm
bottom 3 - 25 mm 7 - 25 mm 3 - 25 mm rest @ 30 cm O.C. Beam

Page 2 of 3
SCHEDULE OF BEAMS
Fc' = 4,000 Psi Fy = 40,000 Psi Fvy = 33,000 Psi
BEAM 10mm STIRRUPS
WIDTH (cm) DEPTH (cm) SPAN (m) LEFT SUPPORT MIDSPAN RIGHT SUPPORT STIFFENER REMARKS
DESIGNATION (2-legs)
top 3 - 25 mm 2 - 25 mm 3 - 25 mm 6 @ 10 Conventional
RMB3 35 70 11.02 2-16mm
bottom 4 - 25 mm 10 - 25 mm 4 - 25 mm rest @ 30 cm O.C. Beam
top 7 - 25 mm 2 - 25 mm 7 - 25 mm 11 @ 5 , 5 @ 10 Conventional
RMB3A 30 60 11.02 2-16mm
bottom 2 - 25 mm 3 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 2 - 25 mm 2 - 25 mm 2 - 25 mm 3 @ 10 Conventional
RMB4 25 60 8.52 2-16mm
bottom 2 - 25 mm 5 - 25 mm 2 - 25 mm rest @ 30 cm O.C. Beam
top 4 - 20 mm 2 - 20 mm 4 - 20 mm 9 @ 5 , 4 @ 10 Conventional
RB1 30 50 5.00 -
bottom 2 - 20 mm 3 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 5 - 20 mm 2 - 20 mm 5 - 20 mm 9 @ 5 , 5 @ 10 Conventional
RB2 30 50 9.54 -
bottom 2 - 20 mm 4 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 7 - 20 mm 2 - 20 mm 7 - 20 mm 11 @ 5 , 5 @ 10 Conventional
RB3 30 60 11.22 2-16mm
bottom 2 - 20 mm 4 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 4 - 16 mm 2 - 16 mm 4 - 16 mm 8 @ 5 , 4 @ 10 Conventional
RB4 25 40 4.97 -
bottom 2 - 16 mm 3 - 16 mm 2 - 16 mm rest @ 30 cm O.C. Beam
top 8 - 20 mm 2 - 20 mm 8 - 20 mm 9 @ 8 , 4 @ 10 Conventional
RDB1 30 50 5.00 -
bottom 4 - 20 mm 3 - 20 mm 4 - 20 mm rest @ 30 cm O.C. Beam
top 7 - 20 mm 2 - 20 mm 7 - 20 mm 9 @ 5 , 4 @ 10 Conventional
RDB2 30 50 4.97 -
bottom 4 - 20 mm 3 - 20 mm 4 - 20 mm rest @ 30 cm O.C. Beam
top 2 - 20 mm 2 - 20 mm 2 - 20 mm 3 @ 10 Conventional
RDB3 20 40 4.97 -
bottom 2 - 20 mm 4 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 8 - 20 mm 2 - 20 mm 8 - 20 mm 9 @ 5 , 4 @ 10 Conventional
RDB4 30 50 4.97 -
bottom 5 - 20 mm 3 - 20 mm 5 - 20 mm rest @ 30 cm O.C. Beam
top 6 - 20 mm 2 - 20 mm 6 - 20 mm 8 @ 5 , 4 @ 10 Conventional
CNB1 25 40 5.00 -
bottom 3 - 20 mm 3 - 20 mm 3 - 20 mm rest @ 30 cm O.C. Beam
top 4 - 20 mm 2 - 20 mm 4 - 20 mm 8 @ 5 , 4 @ 10 Conventional
CNB2 25 40 4.97 -
bottom 3 - 20 mm 2 - 20 mm 3 - 20 mm rest @ 30 cm O.C. Beam
top 2 - 20 mm 2 - 20 mm 2 - 20 mm 3 @ 10 Conventional
CNB3 20 40 4.97 -
bottom 2 - 20 mm 4 - 20 mm 2 - 20 mm rest @ 30 cm O.C. Beam
top 6 - 20 mm 2 - 20 mm 6 - 20 mm 8 @ 5 , 4 @ 10 Conventional
CNB4 25 40 4.97 -
bottom 3 - 20 mm 2 - 20 mm 3 - 20 mm rest @ 30 cm O.C. Beam
top 3 - 16 mm 3 - 16 mm 3 - 16 mm 3 @ 10 Conventional
LB1 20 35 2.50 -
bottom 3 - 16 mm 3 - 16 mm 3 - 16 mm rest @ 26 cm O.C. Beam

Page 3 of 3

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