STRUCTURAL ANALYSIS II A continuous beam and the table for balancing the moments are given below. Compute thevalue of the vertical reaction at support D in kN. (E-Constant)2 kN/mI31IB10m20m10 mABD4 .6-16.67 66.67.6 .4-66.67 016.672040. 26.6713.33|-14.-28-42-21.6.312.6 8.4→ 4.2|-1.26- -2.52 -3.78-1.891.13 .75→ .37.56-34-22ΣΜ1.4-47.4 +47.4-35.8 +35.817.9a)b)17.9c)5.372.65↑↑

A continuous beam and the table for balancing the moments are given below. Compute ti value of the vertical reaction at support D in kN. (E-Constant) 2 kN/m 31 B 10m 20m 10 m B D .4 .6 -16.67 66.67 .6 4 -66.67 |0 |16.67 | 20 40. 26.67 13.33 -14. – 28 |-42 -21. | 6.3 12.6 8.4 → 4.2 |-1.26 E 2.52-3.78 -1.89 1.13 .75 → 37 .56 22 -34 EM 1.4 -47.4 +47.4 -35.8 +35.8 17.9 17.9 5.37 2.65 ↑ ↑

A continuous beam and the table for balancing the moments are given below. Compute ti value of the vertical reaction at support D in kN. (E-Constant) 2 kN/m 31 B 10m 20m 10 m B D .4 .6 -16.67 66.67 .6 4 -66.67 |0 |16.67 | 20 40. 26.67 13.33 -14. – 28 |-42 -21. | 6.3 12.6 8.4 → 4.2 |-1.26 E 2.52-3.78 -1.89 1.13 .75 → 37 .56 22 -34 EM 1.4 -47.4 +47.4 -35.8 +35.8 17.9 17.9 5.37 2.65 ↑ ↑

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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