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Name Patupat, Oliver B. Project Title Sheet Content: Detail of Reinforced Concrete Beam

The document shows details of a reinforced concrete beam, including: 1) Reinforcement details along the length of the beam with varying bar sizes and spacing. 2) Cross section views of the beam showing vertical and horizontal rebar configurations and spacing. 3) Plan view and section view providing additional dimensions and notes for a concrete foundation detail.

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benj panganiban
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379 views1 page

Name Patupat, Oliver B. Project Title Sheet Content: Detail of Reinforced Concrete Beam

The document shows details of a reinforced concrete beam, including: 1) Reinforcement details along the length of the beam with varying bar sizes and spacing. 2) Cross section views of the beam showing vertical and horizontal rebar configurations and spacing. 3) Plan view and section view providing additional dimensions and notes for a concrete foundation detail.

Uploaded by

benj panganiban
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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RCB 1

VARIES
L/4 L/4
10mmØ REBARS
0.20 0.20 4-16mmØ EXTRA TOP BAR SECTION
4-16mmØ 3-16mmØ

0.40 0.40
6-16MM Ø & 2-12MM ØDEFORMED
BARS WITH 10MM Ø LATERAL TIES
3-16mmØ 4-16mmØ SPACED AT 5-50MM, 5-100MM,
3-16mmØ EXTRA BOTTOM BAR 5-150MM AND REST AT 200MM
@ SUPPORT @ MIDSPAN
L/5 10mmØ DEF. BARS STIRRUPS L/5 1.20
SECTION SPACED 5@0.05,5@0.10, 6-16MM Ø & 2-12MM ØDEFORMED
BARS WITH 10MM Ø LATERAL TIES
& REST @ 0.20 M.O.C. SPACED AT 5-50MM, 5-100MM, 0.55 0.15 0.55
5-150MM AND REST AT 200MM FIN. FLR. LN.

3 DETAIL OF REINFORCED CONCRETE BEAM VERIFY

NATURAL GRADE LINE


S 2 SCALE 1:20 MTS
0.40

7-16MMØ
DEFORMED 0.90
BARS BOTHYAS 7-16MMØ
1.20 0.40 1.20
DEFORMED
BARS BOTHYAS

10MM Ø VERT. BARS 10MM Ø VERT. BARS 0.40


SPACED @ 0.60M OC SPACED @ 0.60M OC 0.30

10MM Ø HOR. BARS 10MM Ø HOR. BARS SHOULD REACH THE HARD
STRATA OF EARTH (ADOBE)
@ EVERY 3RD LAYER @ EVERY 3RD LAYER
OF CHB PLAN
3-20MM Ø BARS / 1-10mm Ø BARS 3-20MM Ø BARS / 1-10mm Ø BARS
WITH 10MM Ø TIES
SPACED @ 0.20M OC
WITH 10MM Ø TIES
SPACED @ 0.20M OC
7 C1- F1 DETAIL
NGL NGL
S 2 SCALE: 1: 25 MTS

SECTION

2-16mmØ
FTB(SEE DETAILS) FTB
6-16MM Ø & 2-12MM ØDEFORMED
2-16mmØ
BARS WITH 10MM Ø LATERAL TIES
SPACED AT 5-50MM, 5-100MM,
5-150MM AND REST AT 200MM
6-16MM Ø & 2-12MM ØDEFORMED 7-16MMØ
BARS WITH 10MM Ø LATERAL TIES DEFORMED
SPACED AT 5-50MM, 5-100MM, BARS BOTHYAS
5-150MM AND REST AT 200MM

4 WALL FOOTING DETAILS FIN. FLR. LN.

S 2 SCALE 1:25 MTS


VERIFY
0.55
NATURAL GRADE LINE
0.15

1.20

0.90
VARIES VARIES 0.55
1.20 7-16MMØ
DEFORMED
2-16mmØ CONT. TOP BAR 2-16mmØ CONT. TOP BAR BARS BOTHYAS

0.40 0.40 0.40


0.30

1.20
SHOULD REACH THE HARD
2-16mmØ CONT. BOTTOM BAR STRATA OF EARTH (ADOBE)
2-16mmØ CONT. BOTTOM BAR
10mmØ DEF. BARS STIRRUPS 0.20
SPACED 1@0.05,6@0.10,
& REST @ 0.20 M.O.C.
10mmØ DEF. BARS STIRRUPS
SPACED 1@0.05,6@0.10, PLAN
& REST @ 0.20 M.O.C.
0.20
0.35

0.30
2-16mmØ 8 C1- F2 DETAIL
S 2 SCALE: 1: 25 MTS
2-16mmØ

5 DETAIL OF ROOF BEAM 6 FLOOR TIE BEAM


S 2 SCALE 1:20 MTS
S 2 SCALE 1:20 MTS

NAME PROJECT TITLE SHEET CONTENT SHEET NO.


DETAIL OF RCB
A PROPOSED WALL FOOTING DETAILS

OP PATUPAT, OLIVER B. TWO-STOREY RESIDENTIAL HOUSE DETAIL OF ROOF BEAM


FLOOR TIE BEAM
C1-F1 DETAILS
C2 - F2 DETAIL
S-2

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