Revit Understanding Reference Planes and Reference lines in Revit for Family ...
Solid Slabs - Dr. ALaa Bashandy.pdf
1. الرحيم الرحمن ﷲ بسم
ALB
د
.
م
.
بشندي على عالء
2014
Dr. Eng. ALaa Ali Bashandy
Assoc. Prof. at Civil Dep., F. of Engineering, Menoufia Unv.
الخرسانية البالطات تصميم
Design of R. C. Solid Slabs
ﺧﺮﺳﺎﻧﻴﺔﻣﻨﺸﺂت ﺗﺼﻤﻴﻢ
1
11. For High Tensile Steel (H.T.S)
s
t
Estimation of
Simple Slab
Continuous Slab
from tow side
Cantilever Slab
Continuous Slab
from one side
10
/
c
L
28
/
s
L
24
/
s
L
20
/
s
= L
min
s
t
it is required to check deflection if the span > 10 m
12
/
c
L
35
/
s
L
30
/
s
L
25
/
s
= L
min
s
t
it is required to check deflection if the span > 10 m
Simple Slab
Continuous Slab
from tow side Cantilever Slab
Continuous Slab
from one side
For Mild Steel
For deflection requirements
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
12. Generally ts for one-way solid slabs
10
/
c
L
40
/
s
L
35
/
s
L
30
/
s
= L
min
s
t
it is required to check deflection if the span > 10 m
S
L
1.00m
L
strip
Simple Slab
Continuous Slab
From tow side Cantilever Slab
Continuous Slab
From one side
Static load
→
cm
8
=
min
s
t
= 12 cm → Dynamic load
but, not less than
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
13. WuS (t/m’) = 1.5 (D.L (for slab) + L.L.) L.L/D.L < 75%
1. Dead Load (D.L)
2
2
3
P.C
3
R.C
R.C
Concrete
R.
Concrete
t/m
0.15
kg/m
150
C.
FL.
t/m
2.2
γ
&
t/m
2.5
γ
γ
*
1.0
x
1.0
x
t
x γ
V
W
)
F.C
(
cover
floor
-
2
(O.Wt)
slab
of
Own weight
-
1
s
2. Live Load ( L .L )
)
S
u
Total Load (W
.
3
Load Values
1.00 m
s
t
1.00 m
. + FL.C.
O.Wt
D.L =
According to the CODE for loads
WuS (t/m’) = 1.4 D.L (for slab) + 1.6 L.L.
or
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
14. Live Load Values
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
15. Different Cases for One-way Slab
Cantilever one-way slab
2.0
L
L
S
S
L
L
S
L C
L
Load Distribution
One-way slab
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
One direction
2-sides
One direction
2-sides
One direction
1-side
16. S
L
t/m
u
W
This image cannot currently be displayed.
/24
WL2
/24
WL2
/24
WL2
/24
WL2
/24
WL2
/8
WL2
/8
WL2
/10
WL2
/10
WL2
/10
WL2
/10
WL2
/12
WL2
/12
WL2
=
ve
+
M
min
8
L
x
u
W 2
Moment Values
Simply supported continuous two spans
continuous more than two spans
Empirical values for B.M (Max difference in load & span ≤ 20% and D.L >L.L )
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
17. Moment Values
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
1
L 2
L
1
L 2
L
1
M 2
M 1
M 2
M 1
M 2
M
18. In case of heavy L.L.
D.L → g
L.L → P
in Egyptian Code of practice,
IF P > 2 g → (Mmin- ve ) in the middle of the span must be taken in
to consideration as;
24
L
2
p
-
g
M
2
min ve
-
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
19. y
, F
cu
cm , F
100
, b =
s
, t
u
M
Given :
s
A
Req. :
d = ts - c (cover) c = 15 - 25 mm
AS min = 0.15 % Ac H.T.S
for Mild steel
c
% A
0.25
=
1.0m
d
s
t
.....
J
.....
C
b
.
F
Mu
C
d 1
cu
1
m
/
cm
........
f
.
d
.
J
Mu
As 2
y
H.T.S
for
A
%
0.15
but
Ac
Φ
f
φ
f
0.25% c
y
y
* d
100
=
c
A
Design of Section
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
20. & J
1
C
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
21. s
max (in the design) comparing to t
Ф
8 mm → 8 cm
10 mm → 10 cm
14 mm → 12 cm
16 mm → 14 cm
Max. spacing between bars = 20 cm
Min. spacing between bars = 10 cm
10
=
Max .number of bars / m
5
=
Min .number of bars / m
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
22. A)
-
(A
SEC.
B)
-
(B
SEC.
B
L
S
L
B
A
A
Details of Reinforcement R.F.T
When we use straight bars,
In case of simply supported span,
التسليح
تفاصيل
.............................
Reinforcing
Details
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
23. sec.
As
sec.
As
m
/
0.5AS
m
/
0.5AS
m
/
0.5AS
m
/
0.5AS
- Ve Rfmt is extended to
0.25 L larger each side
Note,
for slabs of ts ≥ 16 cm,
upper steel mesh must be
added with
As ≥ 20 % of main steel
min 5Ø8/m’
Using straight bars In case of two or more spans,
التسليح
تفاصيل
.............................
Reinforcing
Details
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
26. =
s
t
8 cm
300/35 = 8.57 cm
)
1
EXAMPLE (
Fcu = 25 N/mm2 Steel 240/350 and 360/520
2
kg/m
300
=
2
N/mm
30
L.L =
F.C = 15 N/mm2 = 150 kg/m2
cm
10
=
s
t
deflection must be checked
2
s t/m
04
.
1
0.30
*
1.6
0.15)
2.50
*
0.1
(
1.4
Wu
m
1.0
m
6.0
m
2.5 m
3.0
t/m'
1.04
m
3.0
m
2.5
1
2
3
KN.m
2.7
t.m
27
.
0
KN.m
3.9
t.m
39
.
0
KN.m
6.5
t.m
65
.
0
KN.m
9.36
t.m
936
.
0
KN.m
10.1
t.m
.01
1
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
01
.
1
3
5
.
2
3
x
1.17
m
2.5
x
0.813
L
L
L
x
M
L
x
M
M
2
1
2
2
1
1
support
27. 100
x
250
10
x
01
.
1
C1
5
.
8
5
C1 = 4.22 & J= 0.81
/m
10
Ф
6
=
2
cm
4.44
=
4.449
x
0.25
=
s
% A
25
=
s
A
= 0.96 cm2 = 5Ф8 /m .. Secondary Dir.
5
.
8
3600
81
.
0
10
01
.
1
A
5
S
As = 3.133 cm2 = 5Ф10/m
As
= 25% As = 0.25x3.133
= 0.96 cm2 = 5Ф8 /m .. Secondary Dir.
cm
100
b
cm
8.5
1.5
–
t
d
:
(1)
SEC
s
Rfmt. Detailing
m
6.0
m
3.0
m
3.0
m
/
10
5
m
/
10
5
m
/
10
5
m
/
8
5
m
/
8
5
m
/
8
5
m
/
8
5
10 10
cm
100
b
cm
8.5
1.5
–
t
d
:
(2)
SEC
s
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
KN.m
2.7
t.m
27
.
0
KN.m
3.9
t.m
39
.
0
KN.m
6.5
t.m
65
.
0
KN.m
9.36
t.m
936
.
0
KN.m
10.1
t.m
.01
1
28. cm
100
b
cm
8.5
1.5
–
t
d
:
(2)
SEC
s
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
100
x
250
10
.936x
0
C1
5
.
8
5
C1 = 4.39 & J= 0.815
/m
10
Ф
5
=
2
cm
3.753
=
3.753
x
0.25
=
s
% A
25
=
s
A
= 5Ф8 /m .. Secondary Dir.
5
.
8
x
3600
x
815
.
0
10
x
936
.
0
A
5
S
cm
100
b
cm
8.5
1.5
–
t
d
m.t
0.65
M
:
span
mid
left
At
s
u
100
x
250
10
x
.65
0
C1
5
.
8
5
C1 = 5.27 & J= 0.826
/m
8
Ф
8
=
2
cm
3.86
=
Not recommended
5
.
8
x
00
4
2
x
826
.
0
10
x
936
.
0
A
mm
8
φ
use
5
S
/m
10
Ф
5
→
/m
10
Ф
4
=
2
cm
2.57
=
s
% A
25
=
s
A
= 5Ф8 /m .. Secondary Dir.
5
.
8
x
00
6
3
x
826
.
0
10
x
936
.
0
A
mm
10
φ
use
5
S
31. Slab thickness ts for two-way solid slabs
t s min = Ls / 35 Ls / 40 Ls / 45
it is required to check deflection if the span > 10 m
Simple Slab
Continuous Slab
From tow side
Continuous Slab
From one side
Static load
→
cm
8
=
min
s
t
= 12 cm → Dynamic load
but, not less than
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
33. The load is distributed in two
direction by the values (α , β)
α → short direction
→ Wα = α x Wus
β → long direct
→ Wβ = β x Wus
Two Way Solid Slab
2
<
s
r = L / L
The values of (α) and (β) are Calculated by 3 methods
β
α
direction
long
in
w
direction
short
in
w
β
α
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
34. 1- Grashoff Method:
0
.
1
2
1
Grashoff
1
2
1
1
1
&
1 4
4
4
r
r
r
17
-
6
See code
Assumption of Grashoff Method :
1. Neglect effect of plate action of slab.
2. Neglect corner effect.
3. Neglect torsion rigidity.
(2)
STRIP
(1)
STRIP
1.00m
1.00m
1
L
Ls
Wα
Wβ
• 2 way S.S with L.L > 5 KN/m2
• 2 way H.B with L.L > 5 KN/m2
• Paneled beam slab & Ribbed Slab
Calculation of α & β
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
35. 2- Marcus Method:
10
–
6
see code
8
.
0
• 2 way S.S. resting on masonry walls
• 2 way H.B. with L.L. ≤ 5 KN/m2
3- Code of Practice:
• Solid slab with L.L ≤ 5 KN/m2
2
r
0.35
β
0.15
0.5r
α
In design of solid slab we use the distribution of code of practice
Assumption of marcus Method :
1. Neglect effect of plate action of slab.
2. Neglect corner effect.
44. Example:
For the given plan it is required to:
Calculate loads for slabs & Beams
Data:
2
kg/m
150
FL.C =
2
kg/m
300
L.L =
Steel Grade 240/350 or 360/520
Solution:
Slabs
2
t/m
0.45
=
2
t/m
0.15
)+
3
t/m
2.5
m *
0.12
D.L = (
2
t/m
0.3
L.L =
المسلحة الخرسانية الكمرات تصميم
Design of R. C. Beams
Dr. Eng. ALaa Ali Bashandy
2
t/m
1.11
=
2
t/m
0.3
x
1.6
+
2
t/m
0.45
x
1.4
=
s
u
W
s
To have slab thickness t
cm
10
=
40
/
400
=
s
t
→
1
S
cm
6.67
=
45
/
300
=
s
t
→
2
S
cm
11.1
=
45
/
500
=
s
t
→
3
S
cm
12
=
s
take t
45. 0.156
844
.
0
526
.
1
0
.
3
x
76
.
0
0
.
4
x
87
.
0
r
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
m)
4
x
3
(
1
Slab S
t/m’
0.173
=
β
W
t/m’
0.937
=
α
W
0.165
835
.
0
.
0
5
.
1
0
.
4
x
87
.
0
0
.
6
x
87
.
0
r
m)
6
x
4
(
2
Slab S
0.219
781
.
0
374
.
1
0
.
5
x
76
.
0
0
.
6
x
87
.
0
r
m)
6
x
5
(
3
Slab S
0.114
886
.
0
67
.
1
0
.
3
x
76
.
0
0
.
5
x
76
.
0
r
m)
5
x
3
(
4
Slab S
m)
9
x
1
(
5
Slab S
t/m’
0.183
=
β
W
t/m’
0.927
=
α
W
t/m’
0.243
=
β
W
t/m’
0.867
=
α
W
t/m’
0.127
=
β
W
t/m’
0.983
=
α
W
t/m’
1.11
=
S
Wu
=
5
S
W
m)
6
x
1.5
(
5
Slab S t/m’
1.11
=
S
Wu
=
6
S
W
way slab
-
One
way slab
-
One
46. Loads:
D.L
-
1
Own weight ( O.W )
-
-
Estimation of thickness:
mm static load
80
min =
s
t
= 120 mm dynamic load
min =
s
T
35
Ls
min =
s
t
min =
s
T
40
Ls
45
Ls
Slab simply supported
Continuous from one end
Continuous from two end
Deflection must be checked
deflection
check
t
don'
we
if
9B
36
))
1500
Fy
(
(0.8
Ln
t
= clear span
n
L
s
B = L / L
2
in N/mm
y
F
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
58. 6.00
m
2.00
m
12 cm
/
/
m
8
Ф
2.5
/
/ m
8
Ф
5 /
/ m
8
Ф
5
4.50 m 4.50 m 1.50 m
/
/ m
8
Ф
5
/
/ m
10
Ф
3
/
/ m
10
Ф
3
/
/
m
8
Ф
5
/
/
m
10
Ф
2.5
/
/ m
10
Ф
3
/
/ m
8
Ф
3
/
/
m
8
Ф
5
/
/
m
10
Ф
2.5
/
/
m
8
Ф
5
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
12 12
59. 1- one way
1
t
2
t
1
s
1
s
t
c
α
(Be)
width
Effective
t
C
2
t
S 1
1
t
C
2
t
S 2
1
m
2.0
S1
B
(2/3)
As
/
As
of
ratio
max
L
As
As
S1
B
e
(main)
(sec.)
main
sec.
e
Concentrated line load on solid slab (wall)
2
or S
1
Loads is taken as distributed on a length S
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
66. PLAN OF
RFT. DETAILING
12
5.00
5.00 1.50
1.50
58/m
`
58/m`
58/m`
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy
67. B.M.D
Typical Rft. Detailing for Some Slabs
المسلحة الخرسانية المصمتة البالطات تصميم
Design of Reinforced Concrete Solid Slabs
Dr. Eng. ALaa Ali Bashandy