1. The document provides notes on the structural design of a building including section dimensions, reinforcement details, and material properties. 2. Key details include shear studs welded to beam top flanges, duct sizes, floor slab thickness and reinforcement, and concrete grade and aggregate size. 3. Reinforcement spacing, bar sizes, and material strengths are specified for beams, columns, and slabs.

1. Notes:
2 Ø16 @ 250 c/c
Stud welded to top flange 1) All sections are provided in Table 1
A B C D E F 30 2) All floor slab reinforcement details are
provided in Table 2
3) Shear Stud welded to beam top flange:
80
8500 4300 6400 6600 6200 2 Ø16 @ 250 c/c
4) Duct1: 1600x1200 (above ground floor)
B1 B1 B1 B1 B1 5) Duct2: 1600x1200 (above ground floor)
1 C1 C1 C1 C1 C1 C1 H8 @ 350 c/c
6) Duct3: 1100x800 (whole building)
7) Lift Shaft: 2400x2100
G2, BR1
Reinforcement
8) Thickness of floor slab = 80
9) Cover of floor slab = 20
B1
G2
G2
G2
G2
G2
10) Concrete grade is C25 at 28 days
8800
11) Maximum Aggregate size is 20 mm
B1 @spacing 2200 B1 B1 @spacing 2200 B1 @spacing 2200 B1 @spacing 2200 12) fy=275 MPa, fyk=300 MPa
@spacing 2200 Section A-A
Typical internal beam (B1)
B1 B1 B1 B1 B1, BR1 (1:10)
2 C1 C1 C1 C1 C1 C1 250 All the dimensions are in Millimeters
G1
G1
G3
G3
G3
80
6800
ct1
ct1
Du
Du
B1 @spacing 2267 B1 @spacing 2267 B1 @spacing 2267
G1
B1 B1 B1
3
ct
B1 @spacing 2240 B1 C1 C1 C1
Du
2200
2200
3
G4
@spacing 2240 Lift
G3, BR1
4400
BEAM B1
G3
B1 B1
2200
2200
Stairwell
4 C1 B1 C1 B1 C1 B1, BR1 C1 B1 C1 B1 L
Site Plan Section B-B
( Section details provided in Table 1 ) (1:10)
(1:200)
Table 2 - Table 1 -
1 Reinforcement Details
Ref. Ø Spacing Length Location Ref. Member
Section Details
Section
1 H8 350 c/c 12000 Bottom
B1 Joist UB 305x127x48
2 H8 350 c/c 12000 Bottom
14 350 c/c
3 H8 11000 Bottom
8800
350 c/c G1 Main Beam UB 610x305x149
4 H8 12000 Bottom
1
5
7 5 H8 350 c/c 12000 Bottom
6 H8 350 c/c 6500 Bottom G2 Main Beam UB 533x210x101
7 H8 350 c/c 9000 Bottom
8 H8 350 c/c 12000 Bottom G3 Main Beam UB 457x152x67
2 2
24
6
23 22
8
9 H8 350 c/c 6500 Bottom
G4 Main Beam UB 457x191x133
10 H8 350 c/c 12000 Bottom
11 H8 350 c/c 9500 Bottom
3 13 9 12 H8 350 c/c 12000 Bottom C1 Column UC 254x254x73
6800
16
13 H8 350 c/c 4200 Bottom
17 18
25 14 H8 350 c/c 8500 Top BR1 Bracing PFC 300x100x54
19 20
4
10 15 H8 350 c/c 12000 Top
16 H8 350 c/c 7500 Top
3 15
11
17 H8 350 c/c 12000 Top Drawing Title: Technology Block
Lift 21 18 H8 350 c/c 12000 Top General Arrangement / Floor System
4400
12
19 H8 350 c/c 7000 Top
Stairwell 20 H8 350 c/c 12000 Top Group 5
21 H8 350 c/c 3000 Top
4 22 H8 350 c/c 3500 Top Scale : indicated under Date : 11 Dec. 2010
Floor Slab Plan 23 H8 350 c/c 7800 Top Drawn By: Checked By: Drg No.
G5-GA-TB01
( Reinforcement details provided in Table 2 )
24 H8 350 c/c 3500 Top
25 H8 350 c/c 7000 Top Arash Ehsan Page Number:
(1:200) Nassirpour Mehdizadeh 26