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3.6 1.0 1.0 \33.179° 33.179°/ 0.2 1.0 1.0 33.179° 33.179° .8 1.0 1.0 \33.179° 33.179° .4 52.595° 62.987° 62.987° 52.595° 33.179° 33.179° 33.179° 33.179°/ 2.0 2.0

3.6 1.0 1.0 \33.179° 33.179°/ 0.2 1.0 1.0 33.179° 33.179° .8 1.0 1.0 \33.179° 33.179° .4 52.595° 62.987° 62.987° 52.595° 33.179° 33.179° 33.179° 33.179°/ 2.0 2.0

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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Analytically, obtain the forces of each of the elements of the reinforcement and explain if they are in tension or compression. Consider that the results must match with the second photogrpah, which was made by MD Solids.

Truss Analysis Module Back File Stresses Help Edit Member Forces Reactions 0. 5.2 10.4 15.6 20. 1.0 26. 31.2 36.4 41.6 Back P * Create 13.6 Erase 1.0 6.88 (1) 6.88 (T) 1.0 C Members * Supports C Loads N 10.2 Compute 1.0 5.97 (1) 5.97 (T) 1.0 Cick on the supported truss joint with the left mouse button and drag in ether the X- or y direction. 6.8 8.53 (C) 1.0 5.06 (T) 1.68 (C) 1.68 (C) 5.06 (T) 1.0 1.0 (T) 1.0 (T) K 1.26 (C) 0.5 (T) 1.26 (C) 0.5 (T) 3.4 A staticaly determinate truss requires three support condtions. Usualy one joint is pinned whie a second joint is supported with a roler. 4.14 (T) 0.91 (C) 0.91 (C) 4.14 (T) 0.0 (T) 0.0 -3.47 (C) VE 5.0 (C)- -3.47 (C)- B 4.23 (C) -5.0 (C)- 4.23 (C) -3.47 (C) 0. - – G 3.47 (C)- D F H A12.027 Ey 11.53 Iy2.027 01:13 p. m. P Escribe aquí para buscar ESP 17/11/2020
Transcribed Image Text:Truss Analysis Module Back File Stresses Help Edit Member Forces Reactions 0. 5.2 10.4 15.6 20. 1.0 26. 31.2 36.4 41.6 Back P * Create 13.6 Erase 1.0 6.88 (1) 6.88 (T) 1.0 C Members * Supports C Loads N 10.2 Compute 1.0 5.97 (1) 5.97 (T) 1.0 Cick on the supported truss joint with the left mouse button and drag in ether the X- or y direction. 6.8 8.53 (C) 1.0 5.06 (T) 1.68 (C) 1.68 (C) 5.06 (T) 1.0 1.0 (T) 1.0 (T) K 1.26 (C) 0.5 (T) 1.26 (C) 0.5 (T) 3.4 A staticaly determinate truss requires three support condtions. Usualy one joint is pinned whie a second joint is supported with a roler. 4.14 (T) 0.91 (C) 0.91 (C) 4.14 (T) 0.0 (T) 0.0 -3.47 (C) VE 5.0 (C)- -3.47 (C)- B 4.23 (C) -5.0 (C)- 4.23 (C) -3.47 (C) 0. - – G 3.47 (C)- D F H A12.027 Ey 11.53 Iy2.027 01:13 p. m. P Escribe aquí para buscar ESP 17/11/2020
0. 5.2 10.4 15.6 20.1.0 26. 31.2 36.4 41.6 13.6 1.0 1.0 33.179° 33.179°, 10.2 1.0 1.0 33.179° 33.179°, 6.8 1.0 1.0 33.179° 33.179° 3.4 52.595° 62.987° 62.987° 52.595° 33.179° 33.179° 33.179° 33.179° 0. 2.0 2.0
Transcribed Image Text:0. 5.2 10.4 15.6 20.1.0 26. 31.2 36.4 41.6 13.6 1.0 1.0 33.179° 33.179°, 10.2 1.0 1.0 33.179° 33.179°, 6.8 1.0 1.0 33.179° 33.179° 3.4 52.595° 62.987° 62.987° 52.595° 33.179° 33.179° 33.179° 33.179° 0. 2.0 2.0
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