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Eng.\ Ayman El-Zohairy1
ازهر/ اداد ادس مسا د ن
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Eng.\ Ayman El-Zohairy2
-:دا -
.ا ل ان ط ا غد ال ن اوم-1
2-اواو او ا ا(طص و د و دا. )
.طف را /د.ا اذي -4
ارم كو صخ لا اذه لا ما
3-طص او وز ا.
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Eng.\ Ayman El-Zohairy3
- No of stories = 10
- ts = 20 cm- Beams 25 X 60 cm
- L.L = 200 Kg\m2
- Covering = 150 Kg\m2
- Walls = 0.6 t\m- W1 (30X150cm)
X-Axis 0 – 1.5 – 5.0 – 6.0 – 7.0 – 12.0 – 13.5
Y-Axis 0 – 2.0 – 5.5 – 6.5 – 7.5 – 11.5 – 13.5
Analysis and Design of:
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Eng.\ Ayman El-Zohairy4
File New Model
- طغا لخ ن را د:
دد ادوار
ارع ادور ارر
را عرا
دد اداثت
Grid Onlyم اخر
.Desktopاوودة ال
1م ادل ام
م
اداثت
ظر
اد د ذك
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Eng.\ Ayman El-Zohairy5
Edit Edit Grid Data Edit Grid 1-اداثت
ادل
:
-ادواروارت
دد
دل
:
Edit Edit Story Data Edit Story
دل ارع ادور
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Eng.\ Ayman El-Zohairy6
اطت - : Define Wall \ Slab \ Deck Sections
- سرخا ط ا و ا خ: Define Wall \ Slab \ Deck Sections
2-اطت
رف
:
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Eng.\ Ayman El-Zohairy7
دة - ا: Define Frame Sections
Define Frame Sectionsات - ر ا :
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Eng.\ Ayman El-Zohairy8
3-شا
رم
:
دة - ا مس : Draw Draw Line objects Create Columnsر
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Eng.\ Ayman El-Zohairy9
- سرخا ط ا و ا مس : Draw Draw Area objects Create Wallsر
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Eng.\ Ayman El-Zohairy10
ارات - مس :رDraw Draw Line objects Create Lines
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Eng.\ Ayman El-Zohairy11
اطت - مس :رDraw Draw Area objects Create Areas
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Eng.\ Ayman El-Zohairy12
4-ال
ادل
:
Select By Wall \ Slab \ Deck Sections
Assign Shell \ Area loads Uniform
بطة - ل م ح :
اخراسم خ اطت
ادخل ال
Covering = 150 Kg\m2 L.L = 200 Kg\m2
مر ت - ك ل م ح : Select By Line Object Type Beam
Assign Frame \ Line loads Distributed
اخراسم طع ارات
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Eng.\ Ayman El-Zohairy13
ل اواط ون وزع ارات
ه ظو:
-اسقف تا ر دو و مد :
-اوا لا لخد و تار مادخسا م
-سا ط طس ل طاوا ل لخدا م وا.
-ال
ت
ن
ا
:
Define load Combinations Add New Combo
1.4 DL + 1.6 L.LDL + L.L
For DesignFor Deflection Check
م طر ال
Ultimate
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Eng.\ Ayman El-Zohairy14
Check Ultimate
-:م اطت-
Select By Wall \ Slab \ Deck Sections اخراسم خ اطت
Assign Shell \ Area Area Object mesh Options
ش م ا دد لش تطا مس م(mesh size)
For design of :-
- Slabs
- Beams
- Column
- Foundations
For check of
- Deflection
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Eng.\ Ayman El-Zohairy15
-ا مسا رظ:
View Set Building View Options -ا
ششارظ
:-
Select By Wall \ Slab \ Deck Sections اخراسم اواط
Assign Shell \ Area Area Object mesh Options
-:م اواط-م سم اواط شل ثل اطت
اطت تسق ع ش ط ا وا تسق نو نا د
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Eng.\ Ayman El-Zohairy16
El ti
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Eng.\ Ayman El-Zohairy17
:ن Elevationم اظر اش ال-
View Set 3D View
-ا صو مث ةد رود ل را مDiaphragm :
ر ادور Assign Joint/Points Diaphragms
ل
اطوات
ذه
رار
م
دور دة
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Eng.\ Ayman El-Zohairy18
-ا لا ت فر:-Define Static Load Cases
ا ششا رظ:-
ا ل ددة
دل ل وودة
وودة
ل
ذف
ا لا لخد
د ضغط عي- ب Modify Lateral Load
ادخل ال ارحادخل ال اززل
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Eng.\ Ayman El-Zohairy19
-اراو ا لا ت ن ا:
Define load Combinations Add New Combo
1.4DL + 1.6L.L + 1.6WX
1.4DL + 1.6L.L + 1.6WY
1.4DL + 1.6L.L + 1.0EQX
1.4DL + 1.6L.L + 1.0EQY
ل - ل م
Max مص كذو:
اصم م
ار
Define load Combinations Add New Combo
ا ا عو رغ مENVE
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Eng.\ Ayman El-Zohairy20
Assign Shell/Area Pier Label
-ال
رف
م
Coreال
وذك
Shear wallا
Pier ك
ا
د
وذك
Uniteواد
.
Shear Wallاو الCoreاخر ال
Coresم ل ذة اخطوة ل ال .Shear Wallsاوودة وال
Checkم ل- او شل طخا يا دوو مد شا :
Analyze Check Model
ال د ذك ن خل موF5
:
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Eng.\ Ayman El-Zohairy21
اظر ا ج - :
طا
ازوم
اظر
:-
M11M22
اه
ا
د
X-Axis Y-Axisد ا اه
شل
ون
ازوم
Contour Linesاوود
اوان
شرط
ل
ن
ازوم
م
ارف
وم
.ن ن ازومRangeال اشش ل ون ر ن
ال
طا
اظر
م
X-Y Plan
.م ار10اخ طر6م رض دد ن م رش اط ون
As = 6 x 0.785 = 4.71 cm2
As = ( Mu / ( f y x j x d )
ts=20cm
Mu=2.3 t.m
ا هذ لدا م(2.3و-2.3)لا Max & Min Rangeدد ج ا قطا ظ مو
ا
.
*اصم
رط
:-
Display Show Members Forces/Stress Shell Stress/Forces
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Eng.\ Ayman El-Zohairy22
اطوات
س
رار
M22وم
ا
دد
ج
طق
س
ا دد ج قط
وي
:X Y Plan
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Eng.\ Ayman El-Zohairy23
موزا رظاارا:-رظا مودالا X-Y Plan
Display Show Members Forces/Stress Frame/Pier Forces
-:Shear Wallsوال Coreالاظر
:ن خلCoreم اخر ال-
Select by Pier ID Core
View Show Selection Only
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Eng.\ Ayman El-Zohairy24
Display Show Members Forces/Stress Frame/Pier Forces
اخر ال
ا رظا دارا
Axial Force
Shear 2 - 2
روا يوا رظا
Local 2اهاظر وي اص
Moment 2-2ازوم
ولاظر
Local 2
Moment 3-3ولاظر ازوم
Local 3
Shear 3 - 3 Local 3اهاظر وي اص
لوم رار س اطوات
Shear Walls
:
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Eng.\ Ayman El-Zohairy25
-: اداظر
Display Show Members Forces/Stress Frame/Pier Forces
روا
اوي
-Excel:-
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Eng.\ Ayman El-Zohairy26
- : Excelصدر ا ج ل -Display Show Tables
اده
اواط
سرخا
Excelج ا الCopyوم ل
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Eng.\ Ayman El-Zohairy27
How to calculate
Wind Forces :
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Eng.\ Ayman El-Zohairy28
- Wind Forces :
P e = C e * K * q Kg\m 2
-Where :
Ce Distribution factor
Ce = 1.3
K Height factor
HeightK
0 – 10 m1.0
10 – 20 m1.1
20 – 30 m1.3
30 – 50 m1.5
50 – 80 m1.7
80 – 120 m1.9
120 – 160 m2.1
> 160 m2.3
q Wind Intensity Kg\m2
واq
90راس ا /ا /ر طروح
ردا
/اوم
/اوصور
/درا
80 /70اوط/ ارة
وة
/ادا
/اص
60
60در ار /اوان/ ا /اوم
طط /ةروصا /ود50
t \ m2
t \ mton
ال ارح
:-
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Eng.\ Ayman El-Zohairy29
ارح لا بس جر: -
شا
ن
دد ادوار
شا
رض
را رودا عرا
ارر
ادور
ارع
ب ال ارح ل ا م ط
Workingل ارح او ون- ر م يا1.6ا وUltimate.
- اوا فص حرا لا لدا م.
EQ Forces :
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Eng.\ Ayman El-Zohairy30
- EQ Forces : ال اززل
ا قرطا د ل ن م شا لززا ل ب
Equivalent static Response spectrum Time history
- Equivalent static method : - 1 طر ال اس ائ
-اوسااوززااخ واوا
(Ultimate)وا
رطورا(Working)خذاسا(1.28).
ال * تا و ط خ : -
-:م دد وع ار اسل اسست وذك ط دول ا اوود ود اري-1
را فصر وطا عطا فصو
Aق ا د رص ط15
Bق ا د اد كا ةددش ر وا اد ث رغ ر15
Cق ا د كا طو ا ر وا ثا طو ا ث رغ ر15
Dق ا د كا ر وا را را وا رغ ر15
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Eng.\ Ayman El-Zohairy31
2-ات
م
دد
م
شا
وو
را
ف
خل
ن
TB , TC , TD , & Sخل
ن
وذك
ا لودا:-
TDTCTBSSoilClass
1.20.250.051.0A
1.20.250.051.35B
1.20.250.11.5C
1.20.30.11.8D
روا قط :-
TDTCTBSSoilClass
2.00.40.151.0A
2.00.50.151.2B
2.00.60.21.15C
2.00.80.21.35D
-:ادن ا اط ار
3-ا ا لخ ن ش وا لوطا نز بس م:-
T 1 (Sec) = C t * H 3/4
H ش
ا
ارع
(ر
)
Ct شا
واظم
شا
دة
وع
وف
ل
Statically TypeCt
Steel Frames0.085
Concrete Frames0.075
Other Structures0.05
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Eng.\ Ayman El-Zohairy32
4-ائ
سا
ال
رط
طق
شروط
ن
اد
م
:-
-شا
ارع
ل
وثت
ظم
اززل
ل
اوم
شا
اظم
.
-سسا وا لوطا نز نو نا(T1)ا ما يوس وا ن لا نا ش:
T1 ≤ 4.0 * Tc T1 ≤ 2.0 Secondsor
- ا ا لا رط مادا م رطا مادا طورش ن دا د:
- Ultimate Base Shear Force:
F b = γ I * S d (T 1 ) * λ * W / g
-Where :
Fb Ultimate Base Shear
γ I Important Factor
*ا
ادول
ل
ن
ا
ل
م
دد
وم
:-
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Eng.\ Ayman El-Zohairy33
GroupStructureImportant Factor
Iاشت
– طا
طت
–طرشا
ام
–صاو
اطوارئ
راز
1.4
IIادارس
–ا
صت
–ثا
اراز
–ازات
–اد
دور
1.2
IIIا تشا1.0
IVارزا تشا0.8
Sd (T1)ارن
شا
ل
ا
اطف
ثادا
B ≤ T 1 ≤ T 0 )1
S d (T 1 ) = a g * S * { 1 + (T 1 /T B ) * ((2.5 * ɳ / R) – 1.0)}
c ≤ T 1 ≤ T B ) T 2
S d (T 1 ) = a g * S * (2.5 / R) * ɳ
D ≤ T 1 ≤ T c ) T 3
S d (T 1 ) = a g * S * (2.5 / R) * (T c / T 1 ) * ɳ ≥ 0.2 a g
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Eng.\ Ayman El-Zohairy34
Sec 4≤1 ≤ T D ) T 4
S d (T 1 ) = a g * S * (2.5 / R) * (T c * T D / T 1 2 ) * ɳ ≥ 0.2 a g
-Note :
ag س
ودة
زن
ا
را
ا
54321Zone
0.25 g0.2 g0.15 g0.125 g0.1 gag
λ ا
ل
λ = 0.85
λ = 1.0
If T1 ≤ 2 Tc
If T1 > 2 Tc
R ل دل ردود ال
R = 5
Shear Wall
Frames only
Wall Frame system
Case of no plastic hinge
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Eng.\ Ayman El-Zohairy35
R = 5 Shear Wall
Frames only
Wall Frame system
Case of plastic hingeR = 7
R = 6
ɳ ال
ل
ɳ = 1 for concrete
W ش ا نزوا
شا فصوا
اوصا –ةا تاز –تا –را نزا –ورا تر تار1.0
ا او تشا –را رغ نزا –را قاوا –سرادا –حرا –
اشت
–ا
ارت
رات
0.5
-ا لود ط ا لا ن س ا ف ش مادا ل وس ذخ .و
سا
ا
ا
ال
ن
س
اي
خذ
.
- شا ةدووا راودا تسسا طس د رث ا صا ةو زو م ا :-
F j = (( W j * h j ) / (Σ Wi * hi )) * Fb
Wj * hj
Σ Wi * hi* FbFj =
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Eng.\ Ayman El-Zohairy36
DXF File-For AutoCAD :
طوط ثل ور اواط ار أر-1 (Column_SAP)ونLineLayerم رم
2-ارات
رم
م
Frame Elementأر
Line
Layerون
(Beam_SAP)
For Core
For Shear Walls
3Area Element3D FaceLayer(Shell)
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Eng.\ Ayman El-Zohairy37
3-طا مر مArea Elementرأ3D FaceLayerنو (Shell)
Draw Modeling Meshes 3D Face اخر
3F
0.5X0.5م رسم ر ادة-ر
3Fو مو
او
و
طا
ن
ارن
د
:
-ل
واراس Arrayم
ا
اة
را
ذا
فسا ل طغ :
طا
Modify Arrayرا رخا
دد اصوف و ادة وف اد اف
را
و
وف
ت
واشرات
ل
اراد
Array
4Stretch
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Eng.\ Ayman El-Zohairy38
وم ارتStretchم ط ارت اصرة اطوط ا ثل اواط ار وذك ر-4
ل
وام
ات
اوودة
:
For Core For Shear Walls
.Stretchم ط ارت دود اش وود شطرات دود اش وذك ر-5
: ي ن دد وذك ن (DXF)م ظ اف داد-7
File Save Asا دادا رغ موDXFمثSave
:Move ن ل ارOriginم رك اف ط ال-6
Modify Moveسا
اخر
اداثت
ادخل
وم
(0,0,0)
-:
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Eng.\ Ayman El-Zohairy39
ا سقف - لشا :
ارات
را
اواط
ادة
رم
وم
Etabال
-For Etab :
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Eng.\ Ayman El-Zohairy40
File New Model
- طغا لخ ن را د:
دد ادوار
ارع ادور ارر
را عرا
دد اداثت
Grid Onlyم اخر
.Desktopاوودة ال
-For Etab :
1-Model:
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Eng.\ Ayman El-Zohairy41
File Import DXF Floor Planوم اخر اسم اف
ال دModel:
ا ششا رظ:
و
اراد
ادور
رم
فا
اسم ش ارات
اسم ش اطت
م اسخدام
اودات
اواط ار وا- دو ط تطاو تارا دا م ا ةوطا نCore :
اف
اسم
اخر
وم
File Import DXF Floor Plan
ا ششا رظ:
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Eng.\ Ayman El-Zohairy42
- ه
ظو
:
و ل ره م ر رم ادور وذكDXFم رار س اطوة ا وود اثر ن ف-
شا هدووا تط شا مظ ن رثا دوو .
اسم ش ادة
اودات
م غر اسم دة
و دارا رودا مر
فا
2- رار لModel دا :اذي م
Edit Replicateرار دارا فسا رخا
ا ششا رظ:
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Eng.\ Ayman El-Zohairy43
شا
دوار
ارار
م
Define Wall \ Slab \ Deck Sections
Define Wall \ Slab \ Deck Sections
Define Frame Sections
Define Frame Sections
:رف اطت-
- طق ا رغ: ن ر م ا تاراو تطا تط ر م:
Assign Shell/Area Wall \ Slab \ Deck Sectionsطا
اخر
Assign Frame/Line Frame Sections تارا رخا
-اط
ر
ر طع ارا-
سم اد - اخرسر ط ا وا و:
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Eng.\ Ayman El-Zohairy44
Draw Draw Line objects Create Columns
- سرخا
ا ط وا
سم ر
: Draw Draw Area objects Create Walls
:رم اد-
Columns
Shear Walls
Beams
لشا صو:
وم ادل ال وال
ق
ا
واظر
D h Pl T
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Eng.\ Ayman El-Zohairy45
Doha Plaza Tower
5 Floors Garage 15 Repeated Floors
Required:
- Analysis of Floors (Vertical and Lateral Loads)
- Design of Elements ( Slab, Beams, Columns, Walls, Raft)
- Drawing of Details
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Eng.\ Ayman El-Zohairy46
G ar a g
eF l o or
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Eng.\ Ayman El-Zohairy47
DX F f or G
ar a g eF l o or
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Eng.\ Ayman El-Zohairy48
E t a b F l o o
r M o d el
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Eng.\ Ayman El-Zohairy49
T y pi c al F l
o or P l an
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Eng.\ Ayman El-Zohairy50
DX F F l o
or P l an
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Eng.\ Ayman El-Zohairy51
E t a b F l o
or P l an
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Eng.\ Ayman El-Zohairy52
DX F f or R af t
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