c) Calculate the vertical reaction at support B. When sketching FBD, assume the positivedirection of all reactions in the positive direction of y axis. Enter your answer in kN to twodecimal places.Answer:Checkd) Calculate the vertical reaction at support D. Enter your answer in kN to two decimal places.Answer:Check a * 14200 GPa; /= 1120 × 106 mm4]. If w=66 kN/m and P= 128 kN, determine:PAY, VA1.5 mBW3.5 mleet[VITCnumeratorΕΙde-itange snape [E2.5 mFigure Q.2Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore,the released beam is simply supported between A and D.a) Calculate the value of the deflection at point B due to uniformly distributed load win theformDUBNote: E/ will cancel out in further calculations.Enter the numerator in the answer box below in kNm³ to three decimal places. Assume thepositive direction of deflection in the positive direction of v axis.X

Answered: Image /qna-images/answer/81936023-4cfe-4eb5-b66c-d7f5390802f7.jpg

Answered: c) Calculate the vertical reaction at…

c) Calculate the vertical reaction at support B. When sketching FBD, assume the positive direction of all reactions in the positive direction of yaxis. Enter your answer in kN to two decimal places.

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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Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

c) Calculate the vertical reaction at support B. When sketching FBD, assume the positive
direction of all reactions in the positive direction of y axis. Enter your answer in kN to two
decimal places.
Answer:
Check
d) Calculate the vertical reaction at support D. Enter your answer in kN to two decimal places.
Answer:
Check

a * 14
200 GPa; /= 1120 × 106 mm4]. If w=66 kN/m and P= 128 kN, determine:
P
AY, V
A
1.5 m
B
W
3.5 m
leet
[VIT
C
numerator
ΕΙ
de-itange snape [E
2.5 m
Figure Q.2
Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore,
the released beam is simply supported between A and D.
a) Calculate the value of the deflection at point B due to uniformly distributed load win the
form
D
UB
Note: E/ will cancel out in further calculations.
Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the
positive direction of deflection in the positive direction of v axis.
X

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Step 1: Introduce the problem statement

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Step 2: Determine static indeterminacy

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Step 3: Support reactions for beam subjected to external load and unit load

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Step 4: Apply principle of virtual work

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Step 5: Determine the value of redundant

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Step 6: Determine support reactions

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