k*3m3mAс3m4m(10)(5)20 KN3m(10)D(10)BAnswers in structures lectures :Analyze the structure as shown in Fig. belowsArea = ( ) cm² Ib=100 * 10³ cm4, E = 20*10³ kN/cm²4m(5)(10)1E2Members CD, BD, DE, EF, DF & CF are trussmembers'Member AB is a frame member·30.6kNimA15.1 KN20 KNETABS Answers: R₁ = 15.103 kN; MA= 30.61 kN.m, FBD = 4.897 KN4.9 KN

The given truss is statically determinate truss and can be analyzed using the equations of…

* 3m 3m A 3m 4m (10) (5) 20 KN 3m F (10) D (10) B Answers in structures lectures : Analyze the structure as shown in Fig. belows Area = ( ) cm², Ib= 100 * 10³ cm²¹, E = 20*10³ kN/cm² 4m (5) (10) E Members CD, BD, DE, EF, DF & CF are truss members' Member AB is a frame member ·30.6kn.m (₁7 A 15.1 XN 20 KN ETABS Answers: RA = 15.103 kN; MA= 30.61 kN.m, FBD = 4.897 kN 4.9 KN

* 3m 3m A 3m 4m (10) (5) 20 KN 3m F (10) D (10) B Answers in structures lectures : Analyze the structure as shown in Fig. belows Area = ( ) cm², Ib= 100 * 10³ cm²¹, E = 20*10³ kN/cm² 4m (5) (10) E Members CD, BD, DE, EF, DF & CF are truss members' Member AB is a frame member ·30.6kn.m (₁7 A 15.1 XN 20 KN ETABS Answers: RA = 15.103 kN; MA= 30.61 kN.m, FBD = 4.897 kN 4.9 KN

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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