Answer it SITUATION I:A beam has a moment of inertia of500 x 10° mm* and a length of 8m,and is able to carry a 90 kN load at itsmidspan, and a uniformly distributedload of 10 kN/m along 3 meters fromA. If the beam is simply supported:10 kN/m90 kN3 т1 m4 m1. Compute the reaction at A.b. 69.375 kNd. 65.525 kNa. 62.525 kNc. 64.225 kN2. Compute the reaction at D.a. 52.525 kNb. 59.375 kNc. 50.625 kNd. 55.525 kN3. Compute the deflection at themidspan.12475a.16E!3295С.16E14995b.16E!4195d.16E!4. Compute for the slope near thesupport where the uniform load isplaced.12915a.16E14205C.64E!22115b.16E!49955d.16E1

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A beam has a moment of inertia 500 x 10 mm* and a length of 8r and is able to carry a 90 kN load at i nidspan, and a uniformly distribute pad of 10 kN/m along 3 meters fro A. If the beam is simply supported: 10 kN/m 90 kN C

A beam has a moment of inertia 500 x 10 mm* and a length of 8r and is able to carry a 90 kN load at i nidspan, and a uniformly distribute pad of 10 kN/m along 3 meters fro A. If the beam is simply supported: 10 kN/m 90 kN C

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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Electric Current, Voltage and Electric Power

The term electric current is the flow of electrons or electric charges. The drift of electrons is proportional to the amount of voltage or potential difference applied. The more is the voltage, the more will be the electron drift. The amount of electric current a circuit possesses is proportional to the density of electrons or electric charge.

Question

Answer it

SITUATION I:
A beam has a moment of inertia of
500 x 10° mm* and a length of 8m,
and is able to carry a 90 kN load at its
midspan, and a uniformly distributed
load of 10 kN/m along 3 meters from
A. If the beam is simply supported:
10 kN/m
90 kN
3 т
1 m
4 m
1. Compute the reaction at A.
b. 69.375 kN
d. 65.525 kN
a. 62.525 kN
c. 64.225 kN
2. Compute the reaction at D.
a. 52.525 kN
b. 59.375 kN
c. 50.625 kN
d. 55.525 kN
3. Compute the deflection at the
midspan.
12475
a.
16E!
3295
С.
16E1
4995
b.
16E!
4195
d.
16E!
4. Compute for the slope near the
support where the uniform load is
placed.
12915
a.
16E1
4205
C.
64E!
22115
b.
16E!
49955
d.
16E1

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