What is the vertical reaction at point A? 37.286 KN 35.0 KN 40.714 KN 39.0 KN    What is the vertical reaction at point C? 714 KN 0 KN 286 KN 0 KN   In completing the beam’s shear diagram. What is the shear at #3? 286 KN 714 KN 0 KN 0 KN   In completing the beam’s shear diagram. What is the shear at #4? –12.714 KN –11.0 KN –15.0 KN –9.286 KN   In completing the beam’s shear diagram. What is the shear at #5? –20.714 KN –17.286 KN –19.0 KN –23.0 KN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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What is the vertical reaction at point A?

  1. 37.286 KN
  2. 35.0 KN
  3. 40.714 KN
  4. 39.0 KN

 

 What is the vertical reaction at point C?

  1. 714 KN
  2. 0 KN
  3. 286 KN
  4. 0 KN

 

In completing the beam’s shear diagram. What is the shear at #3?

  1. 286 KN
  2. 714 KN
  3. 0 KN
  4. 0 KN

 

In completing the beam’s shear diagram. What is the shear at #4?

  1. –12.714 KN
  2. –11.0 KN
  3. –15.0 KN
  4. –9.286 KN

 

In completing the beam’s shear diagram. What is the shear at #5?

  1. –20.714 KN
  2. –17.286 KN
  3. –19.0 KN
  4. –23.0 KN

 

 

 

 

 

In completing the beam’s shear diagram. What is the shear at #6?

  1. –40.714 KN
  2. –39.0 KN
  3. –43.0 KN
  4. –37.286 KN

 

In completing the beam’s shear diagram. What is the distance for #7?

  1. 729 m
  2. 0 m
  3. 071 m
  4. 5 m

 

 

 

In completing the beam’s moment diagram. What is moment at #8?

  1. 511 KN-m
  2. 607 KN-m
  3. 903 KN-m
  4. 214 KN-m

 

 

 

In completing the beam’s moment diagram. What is moment at #9?

  1. 429 KN-m
  2. 083 KN-m
  3. 594 KN-m
  4. 0 KN-m

 

Using the beam’s completed moment diagram, what is the maximum moment?

  1. 511 KN-m
  2. 594 KN-m
  3. 429 KN-m
  4. 903 KN-m

 

 

 

  

 

                             

Given the following simply supported beam
Distance between supports, L1= 7m
Distance of concentrated load from point A, L2 = 5m
Concentrated load, P = 8 KN
Line load, w = 10 KN/m
3.
A
KN
7.
m
L2
W
L1
8. KN-m
B
B
B
KN-m
Transcribed Image Text:Given the following simply supported beam Distance between supports, L1= 7m Distance of concentrated load from point A, L2 = 5m Concentrated load, P = 8 KN Line load, w = 10 KN/m 3. A KN 7. m L2 W L1 8. KN-m B B B KN-m
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