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(a) Draw the shear and bending-moment diagrams for the beam and the given loading. (b) Determine the absolute maximum bending stress max Make all calculations by hand to receive credit. in the beam. P= 36 q.-8 2 (m) 6 (m) 2 (m) 2 (m)

(a) Draw the shear and bending-moment diagrams for the beam and the given loading. (b) Determine the absolute maximum bending stress max Make all calculations by hand to receive credit. in the beam. P= 36 q.-8 2 (m) 6 (m) 2 (m) 2 (m)

Structural Analysis
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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(a) Draw the shear and bending-moment diagrams for the beam and the given loading. (b) Determine the absolute maximum bending stress \(\sigma_{\text{max}}\) in the beam. **Make all calculations by hand to receive credit.** **Diagram Details:** - The beam is simply supported on both ends, with reactions \( R_A \) at the left and \( R_B \) at the right. - A distributed load \( q = 8 \, \text{kN/m} \) acts evenly over the central span of the beam, covering 6 meters. - A point load \( P = 36 \, \text{kN} \) is applied 2 meters from the right support. - The total length of the beam is 10 meters, sectioned into three parts: 2 meters, 6 meters, and 2 meters.
Transcribed Image Text:(a) Draw the shear and bending-moment diagrams for the beam and the given loading. (b) Determine the absolute maximum bending stress \(\sigma_{\text{max}}\) in the beam. **Make all calculations by hand to receive credit.** **Diagram Details:** - The beam is simply supported on both ends, with reactions \( R_A \) at the left and \( R_B \) at the right. - A distributed load \( q = 8 \, \text{kN/m} \) acts evenly over the central span of the beam, covering 6 meters. - A point load \( P = 36 \, \text{kN} \) is applied 2 meters from the right support. - The total length of the beam is 10 meters, sectioned into three parts: 2 meters, 6 meters, and 2 meters.
Expert Solution
Step 1

Note:

  • As you have not given the cros-section (size) of the beam so, without these dimensions we are unable to calculate maximum bending stress in the beam.
  • Assuming the unit of load in kN.
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