You are a structural Engineer who works in Dar Al Handasah company. Your ene-up-direct manager has called for a meeting and providedyou with the below schematic design of a concrete beam that might þe implemented at one of the sites. You were requested to calculate the following: (make 15 KN bold) 40 KN 15 KN 20 KN 45 30 KN 40 KN 16 20 Figure 1: Concrete Beam 1. Find the equivalet forces of the disturbedloads. 2. Sketch the beamshowingwith all the applied forces (reaction and equivalent forces) and allocat theminto thetheir suitable locationsproperpoints. 3. Apply the momentequations in the equilibrium state to find the value ofthe reaction forces at points A and B. 4. Ifthe given beamin Figure 1 compressedehrank to be 19.98 meter where the originaltempreture was atthe giventemperature T1=200 K, find the temperature (T2) afterthe compressionelminking.

You are a structural Engineer who works in Dar Al Handasah company. Your ene-up-direct manager has called for a meeting and providedyou with the below schematic design of a concrete beam that might þe implemented at one of the sites. You were requested to calculate the following: (make 15 KN bold) 40 KN 15 KN 20 KN 45 30 KN 40 KN 16 20 Figure 1: Concrete Beam 1. Find the equivalet forces of the disturbedloads. 2. Sketch the beamshowingwith all the applied forces (reaction and equivalent forces) and allocat theminto thetheir suitable locationsproperpoints. 3. Apply the momentequations in the equilibrium state to find the value ofthe reaction forces at points A and B. 4. Ifthe given beamin Figure 1 compressedehrank to be 19.98 meter where the originaltempreture was atthe giventemperature T1=200 K, find the temperature (T2) afterthe compressionelminking.

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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