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Tie Beam Detail

The document contains details of reinforced concrete beams and floor slabs, including: 1) Dimensions and reinforcement details of a typical floor beam, with 12mm diameter bent bars along the top and 10mm diameter stirrups along the sides. 2) Cross-sectional views of the beam showing reinforcement at the support and midspan. 3) Reinforcement details of a staircase, with 12mm diameter nosings and bent up bars along the sides.

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Jerome Adduru
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0% found this document useful (0 votes)
176 views1 page

Tie Beam Detail

The document contains details of reinforced concrete beams and floor slabs, including: 1) Dimensions and reinforcement details of a typical floor beam, with 12mm diameter bent bars along the top and 10mm diameter stirrups along the sides. 2) Cross-sectional views of the beam showing reinforcement at the support and midspan. 3) Reinforcement details of a staircase, with 12mm diameter nosings and bent up bars along the sides.

Uploaded by

Jerome Adduru
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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1000 300

SPAN LENGTH (3500mm)


10mm.Ø RSB DOWEL SPCD.
@ 0.40m. ON CENTER CLEAR SPAN (L)
L/4 L/4
A B

900
3-16mm∅ TOP BARS 2 1

3
10mmØ STIRRUPS SPACED AS 2-16mm∅ BOTTOM BARS 4
FOLLOWS: 4 @ 50, 2 @ 100, 2
@ 150 AND REST @ 200mm 5
4-12mm.Ø CONTINUOUS 10mm.Ø RSB STIRRUPS SPCD. L/5 O.C. L/5
HOR'L. BARS @ 5-0.05,3-0.10,REST @ 6
0.20m. ON CENTER
250 250
7
3-16mm∅ 2-16mm∅
TIE BEAM DETAIL 2-12mm∅ 8

300

300
1 2-12mm∅
S-5 2-16mm∅ 3-16mm∅ 9
SECTION @ SUPPORT SECTION @ MIDSPAN 10
SPAN LENGTH

900
2 TYPICAL FLOOR BEAM DETAIL 11 12 13 14 15 16 17
CLEAR SPAN (L)
L/4 L/4 S-5
12 MM. Ø BENT BARS

A B
(TOP BARS) SPACED
@ 100 MM. O.C. 10 MM. Ø TEMP BARS 6 STAIR PLAN
SPACED @ 300 MM.
3-12mm∅ TOP BARS O.C. S-5
0
12mm∅ NOSING BAR
0

L/4 L/2 L/4


2-12mm∅ BOTTOM BARS
10mmØ STIRRUPS SPACED AS
FOLLOWS: 4 @ 50, 2 @ 100, 2
SECTION A - A 12mm∅ BENT UP
LINTEL BEAM BARS @ 0.30 M.O.C.
10 MM. Ø TEMP BARS
L/5 @ 150 AND REST @ 200mm L/5 (TOP BARS) SPACED 12mm∅ BENT UP
O.C. @ 300 MM. O.C. BARS @ 0.30 M.O.C. 12mm∅ BARS
@ 0.15 M.O.C.
250 250 10mm∅ BARS
LANDING @ 0.30 M.O.C.

150
3-16mm∅ 2-16mm∅
G.FLR.LN
300

300

2-12mm∅ 2-12mm∅ L/4

2-16mm∅ 3-16mm∅
L/4
SECTION @ SUPPORT SECTION @ MIDSPAN 2-10mm∅ VERT. & HOR.
12 MM. Ø BENT BARS
SPACED @ 100 MM. O.C. 4 STAIR DETAIL @ LANDING BARS @ 0.30 M.O.C.
S-4

VER
0
15
3 ROOF BEAM DETAIL
S-5

250
SPAN LENGTH
A A
3-10mm∅ BARS W/ 500
A 200 10mm∅ TIES @ 0.30 M.O.C.
3
16"X2"X6"CHANEL BAR
4-12mmØ
2"X4"X1.5mm C- PURLINS WITH 58"
7 DETAIL OF STAIR FOOTING
250

300

2-12mmØ
2-12mmØ
PLAIN SAGRODS @ MIDDLE POINT

10mmØ STIRRUPS SPACED AS SECTION @ SUPPORT& @ MIDSPAN


12 MM. Ø CUT BARS S-5
(TOP BARS) FOR EVERY
FOLLOWS: 5 @ 50, AND REST @
STRAIGHT BOTTOM
100mm O.C.
SPACED @ 150 MM. O.C.

4 CANTILEVER BEAM DETAIL 8 RAFTER DETAIL


S-5 SCALE 1:20 MTS 5 DETAIL OF SLAB S-5 NOT TO SCALE
S-5 NOT TO SCALE

RHODALYN E. VIRAY PROPOSE TWO STOREY RESIDENCE TIE BEAM DETAIL DETAIL OF SLAB
EARL T. LAYUGAN ENGR. AUGOSTO FRACE TYPICAL FLOOR BEAM DETAIL STAIL PLAN S
JEROME Q. ADDURU ROOF BEAM DETAIL DETAIL OF STAIR FOOTING
KARL BEEJAY FAJARDO ALIBAGU, ILAGAN, ISABELA
CANTILEVER BEAM DETAIL RAFTER DETAIL 2

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