b.Situation 15:ockwise)3,132/EI rad (clockwise)A non-prismatic beam is loaded as shown in the figure. The value of Pis120 kN.a.b.AE11.50 m1.b.B211.50 mP303.75/El m (downward)291.38/El m (downward)CWhich of the following most nearly gives the value of the constant term in thedeflection equation for segment BD?-371.2533.75211.50 m291.38/EI m (downward)219.38/El m (downward)b.d.Which of the following most nearly gives the deflection at B?D1.50 md.371.2533.75d.Which of the following most nearly gives the deflection at C?219.38/El m (downward)330.75/El m (downward)303.75/El m (downward)330.75/El m (downward)

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Answered: A non-prismatic beam is loaded as shown…

A non-prismatic beam is loaded as shown in the figure. The value of P is 120 kN. 1 1.50 m В 21 1.50 m 21 1.50 m 3,132/EI rad (clockwise) se) D 1.50 m

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

b.
Situation 15:
ockwise)
3,132/EI rad (clockwise)
A non-prismatic beam is loaded as shown in the figure. The value of Pis
120 kN.
a.
b.
AE
1
1.50 m
1.
b.
B
21
1.50 m
P
303.75/El m (downward)
291.38/El m (downward)
C
Which of the following most nearly gives the value of the constant term in the
deflection equation for segment BD?
-371.25
33.75
21
1.50 m
291.38/EI m (downward)
219.38/El m (downward)
b.
d.
Which of the following most nearly gives the deflection at B?
D
1.50 m
d.
371.25
33.75
d.
Which of the following most nearly gives the deflection at C?
219.38/El m (downward)
330.75/El m (downward)
303.75/El m (downward)
330.75/El m (downward)

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