Ex 4 (Structures-2016-2017, page 133), 5 3m 3m A 3m 4m (10) (5) 20 KN 3m sta F (10) D (10) B Analyze the structure as shown in Fig. belows Area = ( ) (m², Ib= 100 * 10³ cm²¹, E = 20*10³ kN/cm² Answers in structures lectures : 4m (5) (10) Members CD, BD, DE, EF, DF & CF are truss members' Member AB is a frame member 30.6kn.m (₁7 4219 15.1 KN 120 KN ETABS Answers: R₁ = 15.103 kN; M₁ = 30.61 kN.m, FBD = 4.897 KN 4.9 KN
Ex 4 (Structures-2016-2017, page 133), 5 3m 3m A 3m 4m (10) (5) 20 KN 3m sta F (10) D (10) B Analyze the structure as shown in Fig. belows Area = ( ) (m², Ib= 100 * 10³ cm²¹, E = 20*10³ kN/cm² Answers in structures lectures : 4m (5) (10) Members CD, BD, DE, EF, DF & CF are truss members' Member AB is a frame member 30.6kn.m (₁7 4219 15.1 KN 120 KN ETABS Answers: R₁ = 15.103 kN; M₁ = 30.61 kN.m, FBD = 4.897 KN 4.9 KN
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Hi! Thank you for the question. Unfortunately it looks incomplete.We need allowable stresses in members in order to obtain section Area,depth and size. Please resubmit your question, making sure it's detailed and complete. We've credited a question to your account.
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Also Determine Size of this Section (Depth &Width).
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
Transcribed Image Text:Ex 4 (Structures-2016-2017, page 133),
5
3m
3m
A
3m
4m
(10)
(5)
20 KN
3m
sta
F
(10)
D
(10)
B
Analyze the structure as shown in Fig. belows
Area = ( ) (m², Ib= 100 * 10³ cm²¹, E = 20*10³ kN/cm²
Answers in structures lectures :
4m
(5)
(10)
Members CD, BD, DE, EF, DF & CF are truss
members'
Member AB is a frame member
30.6kn.m
(₁7
4219
15.1 KN
120 KN
ETABS Answers: R₁ = 15.103 kN; M₁ = 30.61 kN.m, FBD = 4.897 KN
4.9 KN
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