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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Hi . See example qno2 .
Need like this for 7.
U can answer any question with solutions diagrams. No searchable
Dont reject my question
Transcribed Image Text:7. Virtual Work Method for Beams (Statically
Determinate)
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
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 4 steps with 2 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning