NATIONAL UNIVERSITY OF CIVIL ENGINEERING MINI PROJECT
Department of Reinforced Concrete Structure
REINFORCED CONCRETE STRUCTURE OF BUILDINGS
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Student name: ................................................Class: 63XE4/...............Student code: .................
Date: 27/07/2021 Instructor: Nguyen Tuan Trung
Task: Design beams and columns of RC frame at axis 5 with the following data:
Problem code Scheme Span L1 (m) Span L2 (m) Frame spacing B (m) Location
Instructor
Nguyen Tuan Trung
COMMENTS
No. Date Content and Comments Instructor
1. Explanation
Scheme: 1 – Scheme 1 (School); 2 – Scheme 2 (Office)
Span:
A B C D E F
L1 (m) 6,3 6,5 6,7 6,9 7,2 7,5
A b c d e
L2 (m) 3,0 2,8 2,6 2,4 2,2
Frame spacing:
1 2 3 4
B (m) 3,5 3,8 4,2 4,5
Location:
W1 W2 W3 W4
Vinh Ho Chi Minh City Hanoi Hai Phong
Example: Problem code 1Cb3W1 means Scheme 1 (1), span L1=6,6m (C); span L2=3,0m (b);
Frame spacing B=4,2m (3); Location: Hanoi (W1).
Material: Concrete B20, longitudinal reinforcement CB500-V, stirrup reinforcement CB240-T.
2. General requirements
2.1. Design report
- Content: Write by hand all steps of calculation procedure in detail. It is allowed to use software to
analyse internal forces, but must extract the calculation scheme, number of elements, loading, and
internal force diagrams M, N, Q for all load patterns with unit kN, m.
- Reduce column dimension at slab level of 3rd storey. Calculate column reinforcement of 1st and 3rd
floors; calculate beam reinforcement of 2nd, 4th storeys and roof floor. Present in detail the calculation
procedure for 1 beam, 1 column; the calculation of other beams and columns is permissive to use
Excel spreadsheets.
- Students at K63 batch shall use TCVN 5574-2018. Students at K62 batch and previous can use
TCVN 5574-2012.
- Presentation: Report written by hand in A4 size.
2.2. Drawing
- Content: Showing frame elevation (scale 1:30~1:50) and sections (scale 1:25) of Frame with
enough information (axis, dimensions, reinforcement details as in calculation and in correct detailing
requirements). All reinforcement must be named and have bill of quantity. Draw in detail 03 typical
frame connections (scale 1:25).
- Presentation: Drawing can be drawn by AutoCAD in A1 size.
3. Conditions for submission and Q&A section
- Students must submit the reports and drawing at least 3 times / 5 times for comments during
execution process.
- Content and presentation shall be followed the requirements in item 2 and the drawing shall be
signed by Instructor before final Q&A section.
4. Reference
[1] TCVN 2737:1995 – Loads and actions – Design standard.
[2] Reinforced concrete structures – Basic principles (Phan Quang Minh – 1st author).
[3] Reinforced concrete structures – Buildings (Ngo The Phong – 1st author).
[4] Design of reinforced concrete frames (Le Ba Hue – 1st author).
REINFORCED CONCRETE STRUCTURE OF BUILDINGS - CLASS 63XE4
Problem Frame
No. Student code Student name Class Scheme Span L1 Span L2 Location
code spacing
1 4263 Lê Hoàng Anh 63XE4 1Ac2W3 1 A c 2 W3
2 1502863 Nguyễn Hoàng Anh 63XE4 1Fd1W4 1 F d 1 W4
3 6663 Nguyễn Hoàng Anh 63XE4 2De2W1 2 D e 2 W1
4 6863 Nguyễn Kỳ Anh 63XE4 1Ba3W2 1 B a 3 W2
5 1503363 Nguyễn Tiến Anh 63XE4 1Eb4W3 1 E b 4 W3
6 1504463 Trịnh Quang Anh 63XE4 2Cc1W4 2 C c 1 W4
7 33163 Nguyễn Tùng Dương 63XE4 1Ad4W1 1 A d 4 W1
8 42563 Nguyễn Thành Đạt 63XE4 2Fe1W2 2 F e 1 W2
9 1513163 Nguyễn Văn Đông 63XE4 1Da2W3 1 D a 2 W3
10 53963 Trần Hưng Đức 63XE4 2Bc3W4 2 B c 3 W4
11 73463 Nguyễn Trọng Hiếu 63XE4 1Ae4W1 1 A e 4 W1
12 81863 Ngô Trọng Hoàng 63XE4 1Bb3W2 1 B b 3 W2
13 98363 Lê Văn Huy 63XE4 2Cd2W3 2 C d 2 W3
14 99763 Nguyễn Quang Huy 63XE4 1Da1W4 1 D a 1 W4
15 1524463 Phan Văn Khoa 63XE4 1Eb2W1 1 E b 2 W1
16 1527963 Hoàng Xuân Thiên Long 63XE4 2Fc3W2 2 F c 3 W2
17 1528963 Nguyễn Thành Long 63XE4 1Ad4W3 1 A d 4 W3
18 138063 Nguyễn Viết Mạnh 63XE4 2Be1W4 2 B e 1 W4
19 1531863 Nguyễn Quang Minh 63XE4 1Ca4W1 1 C a 4 W1
20 150163 Đinh Trọng Nghĩa 63XE4 2Db1W2 2 D b 1 W2
21 157763 Lê Công Ninh 63XE4 1Ec2W3 1 E c 2 W3
22 169763 Mai Huy Quang 63XE4 1Fd3W4 1 F d 3 W4
23 192163 Ngô Tiến Thành 63XE4 2Ee4W1 2 E e 4 W1
24 192263 Nguyễn Đức Thành 63XE4 1Ca3W2 1 C a 3 W2
25 194263 Vũ Tuấn Thành 63XE4 1Ac2W3 1 A c 2 W3
26 200963 Trần Vũ Thuận 63XE4 2Fe1W4 2 F e 1 W4
27 1544863 Nguyễn Đức Toàn 63XE4 1Db2W1 1 D b 2 W1
28 213263 Nguyễn Văn Trọng 63XE4 2Bd3W2 2 B d 3 W2
29 213563 Trương Thành Trọng 63XE4 1Ea4W3 1 E a 4 W3
30 215363 Nguyễn Mạnh Trung 63XE4 2Cb1W4 2 C b 1 W4
31 215863 Phạm Thành Trung 63XE4 1Ac4W1 1 A c 4 W1
32 1549763 Đỗ Quốc Việt 63XE4 1Fd1W2 1 F d 1 W2
33 235163 Hoàng Văn Vinh 63XE4 2De2W3 2 D e 2 W3
34
35
ARCHITECTURAL LAYOUT - STOREYS 2, 3, 4,
10
Corrugated metal roofing
Brick wall, 110mm thick
RC slab
Mortar layer 75#, 15mm thick
5
Roof
4 Granite brick, 8mm thick
Mortar layer, 30mm thick
RC slab
Mortar layer 75#, 15mm thick
a a
5th floor
3
Granite brick, 8mm thick
Mortar layer, 30mm thick
RC slab
Mortar layer 75#, 15mm thick
2 2nd, 3rd, 4th floor
1
A B C A SECTION A-A B C
ARCHITECTURAL LAYOUT - STOREYS 2, 3, 4, 5
10
Anti-heat brick 20mm thick
Mortar layer, 30mm thick Granite brick, 8mm thick
Mortar layer, 30mm thick
RC slab RC slab
5
Mortar layer 75#, 15mm thick Mortar layer 75#, 15mm thick
Roof
4
a a
5th floor
3
2nd, 3rd, 4th floor
2
1
A B C D
A B C D SECTION A-A
