Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm c kN b kN/m "a" m "a" m

Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm c kN b kN/m "a" m "a" 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

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

Answer only A and B. note: a = 4.5 m b = 33.0 kN/m c = 13 kN

Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method.
Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off
your answers to two decimal places.
a. Vertical Reaction at C in kN.
b. Moment Reaction at C in kN-m.
c. Deflection at point B in mm.
d. Maximum deflection on the beam in mm
c kN
b kN/m
"a" m
"a" m

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