For the beam shown, solve the following:100kN80kN211.51to2m5m4m1.The deflection at 2m from the left support, /EI.c. 532.73a. 221.82b. 1146.26d. 945.472.The slope at midspan, /EI.c. 3.55а. 3.33b. 3.66d. 3.443.The deflection at 7m from the left support, /EI.a. 565.96b. 750.20с. 1772.53d. 1325.12

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For the beam shown, solve the following: 100kN 80KN 21 1.5I to 2m 5m 4m 1.The deflection at 2m from the left support, /EI. c. 532.73 a. 221.82 b. 1146.26 d. 945.47 а. 3.33 b. 3.66 2.The slope at midspan, /EI. с. 3.55 d. 3.44 3.The deflection at 7m from the left support, /EI. a. 565.96 b. 750.20 с. 1772.53 d. 1325.12

For the beam shown, solve the following: 100kN 80KN 21 1.5I to 2m 5m 4m 1.The deflection at 2m from the left support, /EI. c. 532.73 a. 221.82 b. 1146.26 d. 945.47 а. 3.33 b. 3.66 2.The slope at midspan, /EI. с. 3.55 d. 3.44 3.The deflection at 7m from the left support, /EI. a. 565.96 b. 750.20 с. 1772.53 d. 1325.12

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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