SITUATION 2:A simply supported prismatic beam isloaded as shown.El = 1 000 000 kN.m21000 kN500 kN.mB2 m1m4. Which of the following most nearlygives the deviation of B from thereference tangent drawn at A,tBIA inmm?а. 3.45C. 1.585. Which of the following most nearlygives the deviation of D from thereference tangent drawn at A,toIA inmm?b. 2.67d. 1.97a. 0.69C. 4.50b. 3.60d. 1.136. Which of the following most nearlygives the deflection of the beam atpoint D in mm?a. 0.347c. 0.495b. 0.298d. 2.212

SITUATION 2: A simply supported prismatic beam is loaded as shown. El = 1 000 000 kN.m² 1000 kN 500 kN.m B 1m 2 m 1 m 4. Which of the following most nearly gives the deviation of B from the reference tangent drawn at A,teIA in mm? а. 3.45 C. 1.58 b. 2.67 d. 1.97 5. Which of the following most nearly gives the deviation of D from the reference tangent drawn at A, toIA in mm? а. 0.69 C. 4.50 b. 3.60 d. 1.13 6. Which of the following most nearly gives the deflection of the beam at point D in mm? a. 0.347 C. 0.495 b. 0.298 d. 2.212

SITUATION 2: A simply supported prismatic beam is loaded as shown. El = 1 000 000 kN.m² 1000 kN 500 kN.m B 1m 2 m 1 m 4. Which of the following most nearly gives the deviation of B from the reference tangent drawn at A,teIA in mm? а. 3.45 C. 1.58 b. 2.67 d. 1.97 5. Which of the following most nearly gives the deviation of D from the reference tangent drawn at A, toIA in mm? а. 0.69 C. 4.50 b. 3.60 d. 1.13 6. Which of the following most nearly gives the deflection of the beam at point D in mm? a. 0.347 C. 0.495 b. 0.298 d. 2.212

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

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

SITUATION 2:
A simply supported prismatic beam is
loaded as shown.
El = 1 000 000 kN.m2
1000 kN
500 kN.m
B
2 m
1m
4. Which of the following most nearly
gives the deviation of B from the
reference tangent drawn at A,tBIA in
mm?
а. 3.45
C. 1.58
5. Which of the following most nearly
gives the deviation of D from the
reference tangent drawn at A,toIA in
mm?
b. 2.67
d. 1.97
a. 0.69
C. 4.50
b. 3.60
d. 1.13
6. Which of the following most nearly
gives the deflection of the beam at
point D in mm?
a. 0.347
c. 0.495
b. 0.298
d. 2.212

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