The given truss shown is supporting the load R = 108.8 kN on B. The truss has roller support at D and hinge at E.Given:L = 1.6 mc = 0.65 md = 2.2 mz = 0.4 mH = 0.9 ma = 0.7 mb = 1.2 m3 segments at H m eachDARO BE UPLOTOUST CETTAY2225FDEUPbLOADED TOSITES ORabH17TAYS Calculate the following:Calculate the reaction at D:RD =Calculate the horizontal reaction at E:Ex =. Calculate the vertical reaction at E:Ey =Calculate the force on member FD:FD=Calculate the force on member Fl:FI =kN answer in absolute value and 3 decimal placesCalculate the force on member Gl:GI =kN answer in absolute value and 3 decimal placeskN answer in absolute value and 3 decimal placeskN answer in negative if compression and 3 decimal placeskN answer in negative if compression and 3 decimal placeskN answer in negative if compression and 3 decimal places

Given: Required: Reaction at D Horizontal reaction at E Vertical reaction at E Note: As per…

The given truss shown is supporting the load R = 108.8 kN on B. The truss has roller support at D and hinge at E. Given: L = 1.6 m c = 0.65 m d = 2.2 m z = 0.4 m H = 0.9 m a = 0.7 m b = 1.2 m d 3 segments at H m each F D D ZUPE b a H E R

The given truss shown is supporting the load R = 108.8 kN on B. The truss has roller support at D and hinge at E. Given: L = 1.6 m c = 0.65 m d = 2.2 m z = 0.4 m H = 0.9 m a = 0.7 m b = 1.2 m d 3 segments at H m each F D D ZUPE b a H E R

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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