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A simply supported prismatic beam is loaded as shown. EI = 1 000 000 kN.m²  Which of the following most nearly gives the deviation of B from the reference tangent drawn at A, t(B/A) in mm?  a. 3.45 b. 2.6 c. 1.58 d. 4.51 2. Which of the following most nearly gives the deviation of D from the reference tangent drawn at A, t(D/A) in mm?  a. 0.69 b. 3.60 c. 4.50 d. 2.79 3. Which of the following most nearly gives the deflection of the beam at point D in mm?  a. 0.347 b. 0.298 c. 0.895 d. 2.212

A simply supported prismatic beam is loaded as shown. EI = 1 000 000 kN.m²  Which of the following most nearly gives the deviation of B from the reference tangent drawn at A, t(B/A) in mm?  a. 3.45 b. 2.6 c. 1.58 d. 4.51 2. Which of the following most nearly gives the deviation of D from the reference tangent drawn at A, t(D/A) in mm?  a. 0.69 b. 3.60 c. 4.50 d. 2.79 3. Which of the following most nearly gives the deflection of the beam at point D in mm?  a. 0.347 b. 0.298 c. 0.895 d. 2.212

Structural Analysis
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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A simply supported prismatic beam is loaded as shown. EI = 1 000 000 kN.m² 

Which of the following most nearly gives the deviation of B from the reference tangent drawn at A, t(B/A) in mm? 
a. 3.45
b. 2.6
c. 1.58
d. 4.51
2. Which of the following most nearly gives the deviation of D from the reference tangent drawn at A, t(D/A) in mm? 
a. 0.69
b. 3.60
c. 4.50
d. 2.79
3. Which of the following most nearly gives the deflection of the beam at point D in mm? 
a. 0.347
b. 0.298
c. 0.895
d. 2.212
1000kN 500 kN.m A 288 lim 1 m 2 m
Transcribed Image Text:1000kN 500 kN.m A 288 lim 1 m 2 m
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