R.K. Architects and Engineers: (Min or Depth of Lintel)
Uploaded by
harshit gargR.K. Architects and Engineers: (Min or Depth of Lintel)
Uploaded by
harshit garg10 d (> 75mm)
10 d (> 75mm)
135°
LENGTH(L1) (LONG SIDE) LENGTH(L2)
0.15B1
0.1B1
0.1L1
0.3L1
0.3L2
LENGTH(B1) (SHORT SIDE)
0.25L1
0.15L1
MID SPAN
0.3B1
0.25B1
0.3B2
LENGTH(B2)
HALF BEAM WIDTH
FOR BEAM<=600 WIDE.
0 FOR BEAM>600
HALF BEAM WIDTH
FOR BEAM<=600 WIDE.
0 FOR BEAM>600
HALF BEAM WIDTH
FOR BEAM<=600 WIDE.
0 FOR BEAM>600
HALF BEAM WIDTH
FOR BEAM<=600 WIDE.
0 FOR BEAM>600
0.1L1
0.3L1 0.3L2
0.3L2
0.15L1
0.25L1 0.25L2 0.25L2
L0
B1
TYPICAL EXTERNAL SPAN B2
TYPICAL INTERNAL SPAN
350mm
(MIN OR DEPTH OF LINTEL)
= CANTILEVER
1200
75
mm
AS/DET
150
125
OPENING
300
AS/ARCH DRG
</=1000
150
300
300
75
TYP
600
TYP
AS/DET
230
350
150 300
150
WALL
AS/DET
1000
MAX
AS/ARCH DRG</=1000
1000
MAX
125
AS/ARCH DRG</=1000
COL WIDTH =WALL WIDTH
600
600
TYP
1000
Ld
W/3 100
W/3
AS/DET
AS/DET
200
W/3
W/3
125
75
600
150
75
250
WIDTH =WALL WIDTH
1.1XLd-300
SLAB
AS/DET
300
BEAM
AS/DET
CLEAR MASONAY HEIGHT SHALL
NOT BE MORE THAN 3M
50x BAR DIA
(100
MINM)
~
(100
MINM)
50xBAR DIA
L/6
COL
OFFSET
SLAB
AS/DET
300
BEAM
AS/DET
CLEAR DIMENSION OF MASONRY UNIT SHALL NOT
BE MORE THAN 3.8M IN LENGTH
LAP LENGTH
= WALL
WIDTH
230
100
50x BAR DIA
50xBAR DIA
300
R.K. ARCHITECTS AND
ENGINEERS
MOB. : 8178552051
rahul.kochhar101@gmail.com
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