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
HE 100 A
96
100
5
8
16.7
21.2
5.24
3
HE 120 A
114
120
5
8
19.9
25.3
5.99
4
HE 140 A
133
140
5.5
8.5
24,7
31.4
8.13
5
HE 160 A
152
160
6
9
30.4
38.8
12.19
6
HE 1000 × 415
1020
304
26
46
415
528.7
2714
7
HE 1000 × 438
1026
305
26.9
49
437
557.2
3200
8
HE 1000 × 494
1036
309
31
54
494
629.1
4433

Questions and formulas:
Question: What is the weight with a cross section area of 25.3?
Formula: SUM(FILTER(F1, G1=25.3))
Formula2: SUM(FILTER(F2:F8, G2:G8=25.3))
Level: easy
Question: How many weights are there when the flange with is 304?
Formula: SUM(FILTER(F1, C1=304))
Formula2: SUM(FILTER(F2:F8, C2:C8=304))
Level: easy
Question: What is the web thickness if the flange width is 100?
Formula: SUM(FILTER(D1, C1=100))
Formula2: SUM(FILTER(D2:D8, C2:C8=100))
Level: easy
Question: If the cross-section area is 21.2, what is the weight?
Formula: SUM(FILTER(F1, G1=21.2))
Formula2: SUM(FILTER(F2:F8, G2:G8=21.2))
Level: easy
Question: What is the flange thickness when the weight is 19.9?
Formula: SUM(FILTER(E1, F1=19.9))
Formula2: SUM(FILTER(E2:E8, F2:F8=19.9))
Level: easy