Question

The T-shaped overhanging beam AD is subjected to two loads of 10 kN and 20 kN acing at points A, and C respectively as shown below. a) Draw the shear force diagram and the bending moment diagram. b) Determine the maximum compressive and tensile bending stresses along the beam. [2 Marks]

Name: The T-shaped overhanging beam AD is subjected to two loads of 10 kN and 20 kN acing at points A, and C respectively as shown below. a) Draw the shear force diagram and the bending moment diagram. b) Determine the maximum compressive and tensile bending stresses along the beam. [2 Marks]
Uploaded: 2024-05-24T10:58:10-08:00
Duration: 6 min 40 s
Channel: Adi S
Description: The T-shaped overhanging beam AD is subjected to two loads of 10 kN and 20 kN acing at points A, and C respectively as shown below. a) Draw the shear force diagram and the bending moment diagram. b) Determine the maximum compressive and tensile bending stresses along the beam. [2 Marks]

          The T-shaped overhanging beam AD is subjected to two loads of 10 kN and 20 kN acing at points A, and C respectively as shown below. a) Draw the shear force diagram and the bending moment diagram. b) Determine the maximum compressive and tensile bending stresses along the beam. [2 Marks]

The T-shaped overhanging beam AD is subjected to two loads of 10 kN and 20 kN acing at points A, and C respectively as shown below. a) Draw the shear force diagram and the bending moment diagram. b) Determine the maximum compressive and tensile bending stresses along the beam. [2 Marks]

Added by Briana M.

University Physics with Modern Physics

Hugh D. Young 14th Edition

Instant Answer

Solved by Expert Adi S

05/24/2024

Step 1

Let $R_B$ be the reaction at support B. Taking moments about A: $R_B \times (2+4) - 10 \times 2 - 20 \times (2+4) = 0$ $6R_B - 20 - 120 = 0$ $6R_B = 140$ $R_B = \frac{140}{6} = \frac{70}{3} kN$ Show more…

Show all steps

Thanks for your feedback!

The T-shaped overhanging beam AD is subjected to two loads of 10 kN and 20 kN acing at points A, and C respectively as shown below. a) Draw the shear force diagram and the bending moment diagram. b) Determine the maximum compressive and tensile bending stresses along the beam. [2 Marks] 10 kN 20 kN 83 mm $I_z = 30 \times 10^6 mm^4$ 137 mm