Refer to the beam below:5m11.Determinethedegreeofindeterminacy.а. 1с. 2b. 3d. 612. If a uniform load of 15 kN/m will beloaded on the beam, compute for themaximum shear.a. 37.5 kNc. 31.25 kNb. 75 kNd. 62.5 kN13. If a uniform load of 15 kN/m will beloaded on the beam, compute for themaximum moment.a. 37.5 kN. mC. 31.25 kN. mb. 75 kN. md. 62.5 kN. m14. If a uniform load of 15 kN/m will beloaded on the beam, compute for themaximum deflection.a. 48.82E1b. 24.21EIc. 3125 EId. 195.3125 EI15. If an additional concentrated loadof 50 kN will be loaded at the midspan,what would be the maximum moment ofthe beam?a. 37.5 kN. mc. 31.25 kN. mb. 75 kN. md. 62.5 kN. m

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Engineering

Civil Engineering

Refer to the beam below: 5m 11. Determine the indeterminacy. degree of

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

Composite Construction

Composite construction is the construction of structures in which two or more materials are used. Regarding structural engineering, composite construction is a construction where two materials are bound together in a technical manner such that both the materials act as a single unit to carry and transfer the load. The motives of composite construction are to increase the structural strength, make structures more aesthetic, and provide a sustainable environment.

Question

Refer to the beam below:
5m
11.
Determine
the
degree
of
indeterminacy.
а. 1
с. 2
b. 3
d. 6
12. If a uniform load of 15 kN/m will be
loaded on the beam, compute for the
maximum shear.
a. 37.5 kN
c. 31.25 kN
b. 75 kN
d. 62.5 kN
13. If a uniform load of 15 kN/m will be
loaded on the beam, compute for the
maximum moment.
a. 37.5 kN. m
C. 31.25 kN. m
b. 75 kN. m
d. 62.5 kN. m
14. If a uniform load of 15 kN/m will be
loaded on the beam, compute for the
maximum deflection.
a. 48.82E1
b. 24.21EI
c. 3125 EI
d. 195.3125 EI
15. If an additional concentrated load
of 50 kN will be loaded at the midspan,
what would be the maximum moment of
the beam?
a. 37.5 kN. m
c. 31.25 kN. m
b. 75 kN. m
d. 62.5 kN. m

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