Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 800 N/m 4.2kN-m V. B. -2 m- 2m- Cw 7 2m- 3m A. Determine the maximum moment considering only the span where the uniform load is applied. (in kN-m) B. Determine the maximum negative moment in the beam (in kN-m)arrow_forwardDraw the shear and moment diagrams for the beam.The supports at A and B are a thrust and journal bearing, respectively.arrow_forwardDo fast asaparrow_forward
- BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB-6m (31) BC-5m (21), the beam carries a uniform load of 8KN/m from A-B and concentrated load of 36KN 3m from C. Use moment distribution method (1cycle) Determine the moment at A Choices: A. -17,70KNm B. 2508KNm C. 25.08KNm D. -23.46KNmarrow_forwardPlease solve this problemarrow_forwardAnswer fast and draw diagramarrow_forward
- Draw the 25 16. A shear 1-3ft-1- 9ff K moment the 30 lb-ft beam. diagram. C 7) J 4-4₁5ft - D 180 lb-ftarrow_forwardDraw the shear and moment diagram of the frame shown in the figure. Determine the maximum shear and the maximum positive and negative moment on each member. Compute also for the axial forces on member AB and DE.arrow_forwardBEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB=óm (31) BC=5m (21), the beam carries a uniform load of 8KN/m from A-B and concentrated load of 36KN 3m from C. Use moment distribution method (1cycle) Determine the moment at A -25.08KNM -17.70KNM 25.08KNM O-23.46KNMarrow_forward
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