me beam shown ists of a 200 GPa; /= 1120 × 106 mm4]. If w= 66 kN/m and P= 128 kN, determine: AY, V P A 1.5 m B W 3.5 m Tal Steel C numerator EI e-mange shape [2 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

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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Please see question d below and e and f in picture 

d) Calculate the vertical reaction at support DEnter your answer in kN to two decimal places.

e) Calculate the vertical reaction at support A. Enter your answer in kN to two decimal places.
Answer:
Check
Part B. The magnitude of the maximum bending stress in the beam.
f) Find the maximum bending moment in the beam. Enter your answer in kNm to two decimal
places.
Transcribed Image Text:e) Calculate the vertical reaction at support A. Enter your answer in kN to two decimal places. Answer: Check Part B. The magnitude of the maximum bending stress in the beam. f) Find the maximum bending moment in the beam. Enter your answer in kNm to two decimal places.
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
Transcribed Image Text: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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