Individual components Lim Choon Wah
1
2
4
5
4A
3
6
4B
7
5A
8
9
10
7C 19700
2000
600 1200 1300
500
1200 900
1500
3600
600 1800
1500
3000
1800
I
1700
H 700
G
1800
Ff F
1650
Void
3200
D
1300
17200
550
Ee
E
C/3-5
C3 2500
C
C-B / 4
B 2000
B4
B / 4-5
D-A/5
B-A/ 4
A A4
A/ 4-5
A5
Structural First Floor Plan I had assigned to a. To analysis minimum 6 beams (each beam must subject to different types of load, i.e. UDL from one or more than one slabs, beam with point load(s) or combination of UDL and PL) 1) C-B/4 is UDL type C
B
3) B-A / 4 is UDL type B
5) C / 3-5 is combination type
A
5
6 C4
2) B / 4-5 is UDL type 4
5
4) A / 4-5 is UDL type 4
6) D-A / 5 combination type
5
5
7 5C 5B
b. To analysis minimum 4 columns by using tributary method (from roof to foundation level) 1) C3 2) B4 3) A4
4) A5
Roof Floor
Roof Floor
Roof Floor
Roof Floor
First Floor
First Floor
First Floor
First Floor
Ground Floor
Ground Floor
Ground Floor
Ground Floor
Evelyn Sinugroho 0318217