STRUCTURAL DESIGN II
Sabah Shawkat
This edition  Tribun EU, s. r. o. Brno 2015 ISBN 978-80-263-0978-9
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Structural Design II New Buildings
2
Contents
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APARTMENT BLOCKS - FLOOR PLANS AND FACADES
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APARTMENT BLOCKS - REINFORCED CONCRETE WALLS
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APARTMENT BLOCKS - REINFORCED CONCRETE WALLS AND COLUMNS
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APARTMENT BLOCKS - BENDING MOMENT DIAGRAMS
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APARTMENT BLOCKS - FOUNDATIONS - BENDING MOMENT DIAGRAMS
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APARTMENT BLOCKS - INTERACTION DIAGRAMS AND FLOOR PLAN
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APARTMENT HOUSES
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APARTMENT HOUSES - REINFORCED CONCRETE FLAT SLABS
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APARTMENT HOUSES - REINFORCEMENT OF THE FLAT ROOF AT THE UPPER CHORD
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APARTMENT BLOCKS - REINFORCEMENT OF CONCRETE SLABS
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APARTMENT BLOCKS - REINFORCED CONCRETE STAIRCASE
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APARTMENT BLOCKS - BENDING MOMENT DIAGRAMS AT THE UPPER AND LOWER CHORD
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APARTMENT BLOCKS - FLOOR PLAN
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APARTMENT BLOCKS - FOUNDATIONS
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APARTMENT BLOCKS - REINFORCED CONCRETE WALLS
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SHOPPING CENTER
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SHOPPING CENTER - PRECAST REINFORCED CONCRTE FOOTINGS
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SHOPPING CENTER - PRECAST REINFORCED CONCRETE COLUMNS AND FOOTINGS
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SHOPPING CENTER - PRECAST REINFORCED CONCRETE FRAMES
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SHOPPING CENTER - 3D PRECAST CONCRETE BEARING MEMBERS
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APARTMENT BLOCKS - FLOOR PLAN
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APARTMENT BLOCKS - REINFORCED CONCRETE STAIRCASE
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APARTMENT BLOCKS - FLOOR PLAN OF REINFORCED CONCRETE SLAB
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APARTMENT BLOCKS - FLOOR PLAN OF REINFORCED CONCRETE SLAB
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APARTMENT BLOCKS - REINFORCEMENT OF CONCRETE FOUNDATION SLAB
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APARTMENT BLOCKS
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SHOPPING CENTER
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SHOPPING CENTER - FLOOR PLAN
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SHOPPING CENTER - PRECAST CONCRETE FRAMES
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SHOPPING CENTER - 3D PRECAST MODELING
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SHOPPING CENTER
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SHOPPING CENTER - PRECAST CONCRETE CONNECTIONS
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ADVERTISMENT COLUMN
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ADVERTISMENT COLUMN
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APARTMENT HOUSES - REINFORCED CONCRETE FLOOR FLAT SLAB
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APARTMENT HOUSES - REINFORCEMENT OF HIDDEN BEAMS AT CONCRETE FLOOR FLAT SLAB
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APARTMENT BLOCKS - REINFORCED CONCRETE FLOOR FLAT SLAB
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APARTMENT BLOCKS - REINFORCED CONCRETE COLUMNS
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SHOPPING CENTER - FOUNDATIONS AND SECTIONS
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SHOPPING CENTER - STEEL FLOOR PLAN
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$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 84
SHOPPING CENTER - STEEL CONCRETE FRAMES
1*,6(' '1$
SHOPPING CENTER - STEEL CONCRETE FRAMES - COMPOSITE FRAMES $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
85
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 86
SHOPPING CENTER - COMPOSITE FRAMES
1*,6(' '1$
SHOPPING CENTER $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
87
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 88
SHOPPING CENTER - PRECAST FLOOR - REINFORCED PRECAST STAIRCASE
1*,6(' '1$
SHOPPING CENTER $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
89
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 90
SHOPPING CENTER - PRECAST FRAMES
1*,6(' '1$
SHOPPING CENTER - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
91
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 92
APARTMENTS - REINFORCED CONCRETE FOUNDATION SLAB - BLOC A
1*,6(' '1$
APARTMENTS - REINFORCED CONCRETE FOUNDATION SLAB - BLOC B $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
93
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 94
APARTMENT BLOCKS - REINFORCED CONCRETE FOUNDATION SLAB - BLOC C
1*,6(' '1$
APARTMENT BLOCKS - PLAN OF REINFORCED CONCRETE STAIRCASE $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
95
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 96
APARTMENT BLOCKS - REINFORCED CONCRETE STAIRCASE
1*,6(' '1$
APARTMENT BLOCKS- REINFORCED CONCRETE WALLS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
97
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 98
APARTMENT BLOCKS - REINFORCED CONCRETE COLUMNS
1*,6(' '1$
APARTMENT BLOCKS - REINFORCED CONCRETE WALLS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
99
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 100
APARTMENT BLOCKS - REINFORCED CONCRETE WALLS
1*,6(' '1$
FAMILY HOUSE - 3D MODELING $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
101
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 102
FAMILY HOUSE - GROUND PLAN
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
103
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 104
FAMILY HOUSE - ELEVATIONS
1*,6(' '1$
FAMILY HOUSE - REINFORCED CONCRETE FLAT SLAB AND WALLS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
105
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 106
FAMILY HOUSE - REINFORCED CONCRETE FRAME
1*,6(' '1$
FAMILY HOUSE - REINFORCED CONCRETE FRAME $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
107
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 108
FAMILY HOUSE - FLOOR PLAN
1*,6(' '1$
FAMILY HOUSE - BENDING MOMENT DIAGRAMS AT THE SLABS AND WALLS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
109
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 110
APARTMENT BLOCKS
1*,6(' '1$
APARTMENT BLOCKS - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
111
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 112
APARTMENT BLOCKS - FLOOR PLAN
1*,6(' '1$
APARTMENT BLOCKS - PUNCHING $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
113
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 114
APARTMENT BLOCKS - REINFORCED CONCRETE WALLS
1*,6(' '1$
APARTMENT BLOCKS - REINFORCED CONCRETE COLUMNS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
115
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 116
APARTMENT BLOCKS - STRIP FOUNDATION PLAN
1*,6(' '1$
APARTMENT BLOCKS - ELEVATIONS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
117
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 118
FAMILY HOUSE - EXCAVATIONS
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
119
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 120
FAMILY HOUSE
1*,6(' '1$
FAMILY HOUSE - SECTION A - A $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
121
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 122
FAMILY HOUSE- REINFORCED CONCRETE FOUNDATIONS -
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
123
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 124
FAMILY HOUSE- RINFORCED CONCRETE BEAMS
1*,6(' '1$
FAMILY HOUSE - PITCH ROOF STRUCTURES $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
125
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 126
FAMILY HOUSE REALIZATION
1*,6(' '1$
FAMILY HOUSE- BENDING MOMENT DIAGRAMS AT THE UPPER AND LOWER CHORD $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
127
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 128
FAMILY HOUSE- BENDING MOMENT DIAGRAMS AT THE UPPER AND LOWER CHORD
1*,6(' '1$
FAMILY HOUSE- BENDING MOMENT DIAGRAMS AT THE UPPER AND LOWER CHORD $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
129
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 130
FITNESS CENTER - FLOOR PLAN WITH SECTION 6-6
1*,6(' '1$
FITNESS CENTER- REINFORCED CONCRETE WALLS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
131
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 132
FITNESS CENTER - FLOOR PLAN OF REINFORCED CONCRETE FLAT SLAB
1*,6(' '1$
FITNESS CENTER - SECTION 5-5 $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
133
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 134
FITNESS CENTER - BENDING MOMENT DIAGRAMS OF FLAT SLAB
1*,6(' '1$
FITNESS CENTER - BENDING MOMENT DIAGRAMS OF FLAT SLAB $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
135
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 136
FITNESS CENTER - BENDING MOMENT DIAGRAMS OF FLAT SLAB
1*,6(' '1$
FITNESS CENTER - BENDING MOMENT DIAGRAMS OF SLAB FOUNDATION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
137
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 138
FAMILY HOUSE - REINFORCEMENT IN CONCRETE FLATE SLAB
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
139
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 140
FAMILY HOUSE - ELEVATIONS
1*,6(' '1$
FAMILY HOUSE - SECTION A-A $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
141
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 142
FAMILY HOUSE- FLOOR PLAN OF REINFORCED CONCRETE FLAT SLAB
1*,6(' '1$
FAMILY HOUSE- DESIGN OF REINFORCED CONCRETE HIDDEN BEAMS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
143
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 144
FAMILY HOUSE- DESIGN OF RC HIDDEN BEAMS
1*,6(' '1$
FAMILY HOUSE - PITCH ROOFS PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
145
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 146
FAMILY HOUSE - PITCH ROOFS
1*,6(' '1$
FAMILY HOUSE - SECTION D-D $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
147
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 148
FAMILY HOUSE - BENDING MOMENT DIAGRAMS AT THE UPPER AND LOWER CHORD OF FLAT SLAB
1*,6(' '1$
FAMILY HOUSE $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
149
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 150
APARTMENT BLOCKS - REINFORCED CONCRETE STAIRCASE
1*,6(' '1$
APARTMENT BLOCKS - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
151
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 152
APARTMENT BLOCKS - FLOOR PLAN
1*,6(' '1$
APARTMENT BLOCKS - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
153
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 154
APARTMENT BLOCKS - TRANSVERSAL SECTION
1*,6(' '1$
APARTMENT BLOCKS - FOUNDATIONS - PUNCHING REINFORCEMENT $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
155
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 156
APARTMENT BLOCKS - BASEMENT - STRUCTURE SCHEME
1*,6(' '1$
APARTMENT BLOCKS - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
157
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 158
APARTMENTS - FLOOR PLAN OF REINFORCED CONCRETE FLAT SLABS
1*,6(' '1$
APARTMENT BLOCKS - REINFORCED COLUMNS AND WALLS - STRUCTURE SCHEME $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
159
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 160
APARTMENT BLOCKS
1*,6(' '1$
APARTMENT BLOCKS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
161
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 162
APARTMENTS - BENDING MOMENT DIAGRAMS AT THE UPPER AND LOWER CHORD OF REINFORCED CONCRETE SLAB
1*,6(' '1$
APARTMENTS - BENDING MOMENT DIAGRAMS AT THE UPPER AND LOWER CHORD OF REINFORCED CONCRETE SLAB $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
163
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 164
APARTMENT BLOCKS - 3D MODELING
1*,6(' '1$
FAMILY HOUSE $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
165
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 166
FAMILY HOUSE - TYPICAL PLAN
1*,6(' '1$
FAMILY HOUSE - TYPICAL PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
167
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 168
FAMILY HOUSE - LONGITUDINAL SECTION
1*,6(' '1$
FAMILY HOUSE - TRANSVERSAL SECTION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
169
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 170
FAMILY HOUSE - FLOOR PLAN
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
171
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 172
FAMILY HOUSE - DESIGN OF RC HIDDEN BEAMS
1*,6(' '1$
FAMILY HOUSE - DESIGN OF RC HIDDEN BEAMS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
173
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 174
FAMILY HOUSE - DESIGN OF RC HIDDEN BEAMS
1*,6(' '1$
FAMILY HOUSE - PITCH ROOF FRAMES $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
175
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 176
FAMILY HOUSE - REINFORCED CONCRETE STAIRCASE
1*,6(' '1$
FAMILY HOUSE - REINFORCED CONCRETE FOUNDATIONS AND COLUMNS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
177
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 178
FAMILY HOUSE - BENDING MOMENT DIAGRAMS OF REINFORCED CONCRETE SLABS AND WALLS
1*,6(' '1$
CARPORT - STEEL STRUCTURE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
179
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 180
CARPORT - STRUCTURE SCHEME
1*,6(' '1$
CARPORT - STRUCTURE SCHEME - TRANSVERSAL SECTION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
181
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 182
CARPORT- STRUCTURE SCHEME - TRANSVERSAL SECTION
1*,6(' '1$
CARPORT - DETAILS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
183
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 184
CARPORT - STEEL STRUCTURE FRAMES
1*,6(' '1$
ACCESS STEEL STAIRCASE - LONGITUDINAL SECTION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
185
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 186
ACCESS STEEL STAIRCASE - LONGITUDINAL SECTIONS
1*,6(' '1$
ACCESS STEEL STAIRCASE - DETAILS - SECTIONS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
187
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 188
ACCESS STEEL STAIRCASE
1*,6(' '1$
ACCESS STEEL STAIRCASE $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
189
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 190
FAMILY HOUSE
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
191
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 192
FAMILY HOUSE - FLOOR LEVEL
1*,6(' '1$
FAMILY HOUSE - ELEVATION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
193
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 194
FAMILY HOUSE - TRANSVERSAL SECTION
1*,6(' '1$
FAMILY HOUSE - ELEVATION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
195
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 196
FAMILY HOUSE - DESIGN OF RC STAIRCASE AND RC WALL
1*,6(' '1$
FAMILY HOUSE - DESIGN OF RC SLABS AND HIDDEN BEAMS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
197
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 198
FAMILY HOUSE - DESIGN OF RC SLABS AT THE UPPER AND LOWER CHORD
1*,6(' '1$
FAMILY HOUSE - RC BEAMS - STRUCTURE SCHEME OF ROOF $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
199
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 200
FAMILY HOUSE - RC STRIP FOUNDATIONS
1*,6(' '1$
FAMILY HOUSE - FOUNDATIONS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
201
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 202
FAMILY HOUSE - BENDING MOMENT DIAGRAMS OF REINFORCED CONCRETE SLABS
1*,6(' '1$
FAMILY HOUSE - DESIGN OF BENDING MOMENT DIAGRAMS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
203
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 204
FAMILY HOUSE
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
205
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 206
FAMILY HOUSE - FOUNDATIONS
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
207
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 208
FAMILY HOUSE - TRANSVERSAL SECTION
1*,6(' '1$
FAMILY HOUSE - DESIGN OF RC SLABS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
209
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 210
FAMILY HOUSE - DESIGN OF RC SLAB AND HIDDEN BEAMS
1*,6(' '1$
FAMILY HOUSE - ELEVATIONS AND FACADES $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
211
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 212
FAMILY HOUSE
1*,6(' '1$
FAMILY HOUSE - LEVEL PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
213
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 214
FAMILY HOUSE - LEVEL PLAN
1*,6(' '1$
FAMILY HOUSE - FOUNDATIONS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
215
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 216
FAMILY HOUSE - FLOOR PLAN
1*,6(' '1$
FAMILY HOUSE - REINFORCEMENT OF RC SLAB $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
217
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 218
FAMILY HOUSE - TRANSVERSAL SECTION
1*,6(' '1$
FAMILY HOUSE - STRUCTURE SCHEME OF PITCH ROOF $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
219
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 220
FAMILY HOUSE - STEEL STAIRCASE
1*,6(' '1$
FAMILY HOUSE - BENDING MOMENT DIAGRAMS OF RC SLAB $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
221
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 222
SPIRAL- STEEL STAIRCASE
1*,6(' '1$
FAMILY HOUSE - GROUND PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
223
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 224
FAMILY HOUSE - LEVEL PLAN
1*,6(' '1$
FAMILY HOUSE - ELEVATIONS - FACADES $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
225
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 226
FAMILY HOUSE - STRUCTURE SCHEME OF PITCH ROOF
1*,6(' '1$
FAMILY HOUSE - ELEVATION AND TRANSVERSAL SECTION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
227
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 228
FAMILY HOUSE - FOUNDATIONS
1*,6(' '1$
FAMILY HOUSE $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
229
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 230
CARPORT - TRANSVERSAL SECTION OF STEEL FRAME STRUCTURE
1*,6(' '1$
CARPORT - DETAILS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
231
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 232
CARPORT - STEEL FRAMES
1*,6(' '1$
VEHICLE TESTING STATION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
233
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 234
VEHICLE TESTING STATION - GROUND PLAN
1*,6(' '1$
VEHICLE TESTING STATION - FOUNDATIONS AND SECTION I-I, SECTION II-II $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
235
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 236
VEHICLE TESTING STATION - STRUCTURE SCHEME OF ROOFS
1*,6(' '1$
VEHICLE TESTING STATION - SECTION A-A $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
237
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 238
VEHICLE TESTING STATION - ELEVATIONS
1*,6(' '1$
FAMILY HOUSE - REALIZATION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
239
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 240
FAMILY HOUSE - GROUND PLAN
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
241
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 242
FAMILY HOUSE - ELEVATIONS
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN OF RC FLAT SLABS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
243
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 244
FAMILY HOUSE - DESIGN OF REINFORCEMENT CONCRETE SLAB
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN OF RC SLABS $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
245
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 246
FAMILY HOUSE - FLOOR PLAN OF RC SLAB
1*,6(' '1$
FAMILY HOUSE - FLOOR PLAN OF RC SLAB $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
247
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 248
FAMILY HOUSE - DESIGN OF REINFORCEMENT AT THE UPPER CHORD OF FLAT SLAB
1*,6(' '1$
FAMILY HOUSE - DESIGN OF REINFORCEMENT AT THE UPPER CHORD OF FLAT SLAB $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
249
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 250
FAMILY HOUSE - RC FRAMS - STRUCTURAL SCHEME
1*,6(' '1$
FAMILY HOUSE - DESIGN OF REINFORCEMENT AT THE UPPER AND LOWER CHORD OF SLAB $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
251
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 252
FAMILY HOUSE - TRANSVERSAL SECTION
1*,6(' '1$
FAMILY HOUSE - ELEVATION $&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH
253
$&$'(0< 2) ),1( $576 $1' '(6,*1
9<62. Ģ.2/$ 9 79$51 &+ 80(1
6758&785$/ (1*,1((5,1* 5220
'HSDUWPHQW RI $UFKLWHFWXUH 254
FAMILY HOUSE