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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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