he scher below long simply supported beam (resting exterior inge on the left, and a roller on the right). This beam is subject to a combination of oncentrated moment (750 kN-m at section C), concentrated force (300 kN at section D), nd distributed load (15 kN/m between sections E and B). 300 kN 15 kN/m 750 kN-m F 5 m5 m 5 m 5m 5 m 25 m Determine the reaction forces at the supports in A and B, and indicate the directions in which these forces act. Note: this question counts for the pass/no-pass

he scher below long simply supported beam (resting exterior inge on the left, and a roller on the right). This beam is subject to a combination of oncentrated moment (750 kN-m at section C), concentrated force (300 kN at section D), nd distributed load (15 kN/m between sections E and B). 300 kN 15 kN/m 750 kN-m F 5 m5 m 5 m 5m 5 m 25 m Determine the reaction forces at the supports in A and B, and indicate the directions in which these forces act. Note: this question counts for the pass/no-pass

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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