Structural Engineering & Construction Situation 56 (PH)

PAST BOARD EXAM PROBLEMS Structural Engineering & Construction Situation 56 The beam shown is 50mm wide and 200mm deep. Given: P = 100 kN (acts at the centroid of the beam) A = 0.5m, b = 50mm, θ = 30°

1. Calculate the normal stress at B in MPa. (66.203)
2. Calculate the shearing stress at B in MPa. (9.743)
3. Calculate the maximum principal stress in MPa. (67.607)

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1. Intro Template: https://youtu.be/D_UOajdPf-c
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3. Reference for the problem:

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