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This is Beam Detail and Slab Detail
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POST TENSIONED 2B3 (250 x 1500)
2T25
3T25
2T25
3T25
1
1
T10 - 150
a=T25
b=T10-150
b
c=T25
a-a-a
cc
1 - 1
a-a
cc
cc
cc
cc
cc
cc
cc
a-a-a
a-a
a=T32
b=T10-150
b
c=T25
a-a-a-a-a
cc
1 - 1
POST TENSIONED 2B1 (400 x 1500)
2T10 - 150
5T32
5T32
5T32
5T32
8x2T25
1
1
a-a-a-a-a
a-a-a-a-a
a-a-a-a-a
cc
cc
cc
cc
cc
cc
cc
POST TENSIONED 2B2 (400 x 1500)
SECTION B1 - B1
8 Nos. OF PREDRILLED
HOLES WITH CHEMICAL
EPOXY FOR M20 BOLT
ANCHORAGE
T12@150c/c BOTHWAYS
T12@150c/c BOTHWAYS
1.2mm THK LYSAGHT
BONDEK II OR APPROVED
EQUIVALENT
SERI BUMI CONSULTANT
CIVIL & STRUCTURAL ENGINEERING CONSULTANT
No: 14, 2nd FLOOR, BLOCK A, GADONG CENTRAL, SIMPANG
21, JALAN GADONG, BSB, BRUNEI DARUSSALAM
TEL: 673-2427275 FAX: 673-2427279
E-MAIL: [email protected]
1:50
BEAM DETAILS & SLAB DETAILS 1
PROPOSED GROUND FLOOR REFURBISHMENT AND UPGRADING WORKS
FOR ARTS AND HANDICRAFTS TRAINING CENTRE AT JALAN RESIDENCY, B.S.B,
NEGARA BRUNEI DARUSSALAM
CS408
S.M. FAZAL
A. SUCREY
MD. YUNUS
07.05.2013
ESTATE MANAGEMENT UNIT
BEAM DETAILS
SLAB DETAILS
