A horizontal 50 kN load is applied on a 610UB125 Beam as shown in Figure 4. Determine the stresses at four corners A, B, C and D. Also, determine the angle that the neutral axis forms with the horizontal plane. The sectional properties are given in Table 1. 50k! 306 50 KN Table 2. P Figure 4 (unit in mm) 306 mm y, A bf tr tw Section mm² mm mm mm mm 610UB125 16000 229 612 19.6 11.9 (x106 mm²) 986 Sx lyo (x10³ (x106 mm³) mm²) 3680 39.3 Sy (x10³ mm³) 536
A horizontal 50 kN load is applied on a 610UB125 Beam as shown in Figure 4. Determine the stresses at four corners A, B, C and D. Also, determine the angle that the neutral axis forms with the horizontal plane. The sectional properties are given in Table 1. 50k! 306 50 KN Table 2. P Figure 4 (unit in mm) 306 mm y, A bf tr tw Section mm² mm mm mm mm 610UB125 16000 229 612 19.6 11.9 (x106 mm²) 986 Sx lyo (x10³ (x106 mm³) mm²) 3680 39.3 Sy (x10³ mm³) 536
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A horizontal 50 kN load is applied on a 610UB125 Beam as shown in Figure 4.
Determine the stresses at four corners A, B, C and D. Also, determine the angle that the
neutral axis forms with the horizontal plane. The sectional properties are given in Table
1.
50k!
306
50 KN
Table 2.
Figure 4 (unit in mm)
306 mm
bf d
Y,
A
tr
tw
Section
mm²
mm
mm
mm mm
610UB125 16000 229 612 19.6 11.9
Sx
lyo
Sy
(x106 (x10³ (x106 (x10³
mm²)
mm³)
mm²)
mm³)
986
3680
39.3
536](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffc1948b9-47d1-4819-9f0d-877f7d277860%2F5a82e1aa-7258-4804-9c24-854638d52864%2Fqid94he_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A horizontal 50 kN load is applied on a 610UB125 Beam as shown in Figure 4.
Determine the stresses at four corners A, B, C and D. Also, determine the angle that the
neutral axis forms with the horizontal plane. The sectional properties are given in Table
1.
50k!
306
50 KN
Table 2.
Figure 4 (unit in mm)
306 mm
bf d
Y,
A
tr
tw
Section
mm²
mm
mm
mm mm
610UB125 16000 229 612 19.6 11.9
Sx
lyo
Sy
(x106 (x10³ (x106 (x10³
mm²)
mm³)
mm²)
mm³)
986
3680
39.3
536
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