Table:
0
A
B
C
D
E
F
G
H
1
Type
Beam height (mm)
Flange width (mm)
Web thickness (mm)
Flange thickness (mm)
Weight (kg/m)
Cross-section area (cm 2 )
Moment of inertia in torsion (J) (cm 4 )
2
ISMB 80
80
46
3.8
5.2
6.0
7.64
0.70
3
ISMB 100
100
55
4.1
5.7
8.1
10.3
1.10
4
ISMB 120
120
70
4.4
6.3
10.4
13.2
1.71
5
ISMB 140
140
73
4.7
6.9
12.9
16.4
2.54
6
ISMB 750 × 137
753
263
11.5
17
137
175
137.1
7
ISMB 750 × 147
753
265
13.2
17
147
188
161.5
8
ISMB 750 × 173
762
267
14.4
21.6
173
221
273.6

Questions and formulas:
Question: What is the moment of intertia in torsion (j) Cm4) for the beam height (mm) 120??=
Formula: SUM(FILTER(H1, B1=120))
Formula2: SUM(FILTER(H2:H8, B2:B8=120))
Level: easy
Question: What is the cross section area (cm 2) for the moment of intertia in torsion (j) (cm 4) 2.54?
Formula: SUM(FILTER(G1, H1=2.54))
Formula2: SUM(FILTER(G2:G8, H2:H8=2.54))
Level: easy
Question: What is the flange thickness (mm) for the weight (kg/m) 6.0?Wg
Formula: SUM(FILTER(E1, F1=6))
Formula2: SUM(FILTER(E2:E8, F2:F8=6))
Level: easy
Question: What is the number for the moment of intertia in torsion (j) (cm 4) for the 4.7 web thickness (mm)?
Formula: SUM(FILTER(H1, D1=4.7))
Formula2: SUM(FILTER(H2:H8, D2:D8=4.7))
Level: easy
Question: What is the flange thickness (mm) for the weight (kg/m) 10.4?
Formula: SUM(FILTER(E1, F1=10.4))
Formula2: SUM(FILTER(E2:E8, F2:F8=10.4))
Level: easy
Question: What is the flange width (mm) for cross section area (cm 2) 16.4?
Formula: SUM(FILTER(C1, G1=16.4))
Formula2: SUM(FILTER(C2:C8, G2:G8=16.4))
Level: easy