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MA 2. Double Integration Method (Statically Indeterminate) Calculate the following for the given propped beam. Assume constant El. a. Reaction at the propped support, KN RA ↑ b. Moment reaction at the fixed support, KN-m c. Vertical reaction at fixed support, KN 12 KN/m 8.2 KB/EZ -403.44/EI 12 KN/m RB= 36.9KN1 8.2m MA' O RB 86-0 ΣΜΑ= 07+ 34.9 +12(8.2)(4.1)-R6(8.2)-MA+O MA= 100.86KN-m 8.2m TIWIT'S RB EMB'= 0+ 0 1(8.2)(82RB) (3x8.) (8.2) (4034) (3x8.2)-MB = 8.2 KB/EI -403.44/EI S -BY PARTS A 8.2 RB/EI 12(8.2)(4.1)-403.44/El MIE-O 120 VE [Fv=0↑+ 36.9 RA+RB-12(8.2)=0 |RA=61.5KN1

MA 2. Double Integration Method (Statically Indeterminate) Calculate the following for the given propped beam. Assume constant El. a. Reaction at the propped support, KN RA ↑ b. Moment reaction at the fixed support, KN-m c. Vertical reaction at fixed support, KN 12 KN/m 8.2 KB/EZ -403.44/EI 12 KN/m RB= 36.9KN1 8.2m MA' O RB 86-0 ΣΜΑ= 07+ 34.9 +12(8.2)(4.1)-R6(8.2)-MA+O MA= 100.86KN-m 8.2m TIWIT'S RB EMB'= 0+ 0 1(8.2)(82RB) (3x8.) (8.2) (4034) (3x8.2)-MB = 8.2 KB/EI -403.44/EI S -BY PARTS A 8.2 RB/EI 12(8.2)(4.1)-403.44/El MIE-O 120 VE [Fv=0↑+ 36.9 RA+RB-12(8.2)=0 |RA=61.5KN1

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter18: Mathematics In Engineering
Section18.3: Nonlinear Models
Problem 1BYG
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Hi . See example qno2 . Need like this for 7. U can answer any question with solutions diagrams. No searchable Dont reject my question
7. Virtual Work Method for Beams (Statically Determinate)
Transcribed Image Text:7. Virtual Work Method for Beams (Statically Determinate)
MA 2. Double Integration Method (Statically Indeterminate) Calculate the following for the given propped beam. Assume constant El. a. Reaction at the propped support, KN RA ↑ b. Moment reaction at the fixed support, KN-m Vertical reaction at fixed support, KN c. 12 KN/m 1 8.2 KB/EZ -403.44/EI 12 KN/m RB= 36.9KNT 8.2m MA' O RB 86-0 ΣΜΑ= 07+ 34.9 +12(8.2)(4.1)-R6(8.2)-MA+O MA= 100.86KN-m 8.2m TIUIT'S RB EMB'= 0+ 1(8.2)/8.2RB 0 1(8.2) (8.2RB) (3x8.2) (8.2) (4034) (3x8.2)-MB = El 8.2 KB/EI -403.44/EI S ---BY PARTS A 8.2 RB/EI 12(8.2)(4.1)-403.44/El MIT-O 12-0 VE [Fv=0↑+ 36.9 RA+RB-12(8.2)=0 |RA=61.5KN1
Transcribed Image Text:MA 2. Double Integration Method (Statically Indeterminate) Calculate the following for the given propped beam. Assume constant El. a. Reaction at the propped support, KN RA ↑ b. Moment reaction at the fixed support, KN-m Vertical reaction at fixed support, KN c. 12 KN/m 1 8.2 KB/EZ -403.44/EI 12 KN/m RB= 36.9KNT 8.2m MA' O RB 86-0 ΣΜΑ= 07+ 34.9 +12(8.2)(4.1)-R6(8.2)-MA+O MA= 100.86KN-m 8.2m TIUIT'S RB EMB'= 0+ 1(8.2)/8.2RB 0 1(8.2) (8.2RB) (3x8.2) (8.2) (4034) (3x8.2)-MB = El 8.2 KB/EI -403.44/EI S ---BY PARTS A 8.2 RB/EI 12(8.2)(4.1)-403.44/El MIT-O 12-0 VE [Fv=0↑+ 36.9 RA+RB-12(8.2)=0 |RA=61.5KN1
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