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24 kN/m 250 mm 200 mm 1.75 m Fig. 2: Viga simple AB de madera

24 kN/m 250 mm 200 mm 1.75 m Fig. 2: Viga simple AB de madera

Structural Analysis
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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Question

A simple wooden AB beam (see figure 2) supports
a uniform load of 24 kN / m (includes weight
characteristic of the beam), with a length L = 1.75m and section
rectangular cross section with width of 200mm and height
250mm. Determine:
a) Reactions and shear diagram.
b) Using the maximum shear force, find the
shear stress in:
to. The centroid.
b. At a distance of 62.5mm from the centroid.
c. At the ends of the cross section.
c) Draw the shear stress diagram with
all values ​​obtained.

 

24 kN/m 250 mm 200 mm 1.75 m Fig. 2: Viga simple AB de madera
Transcribed Image Text:24 kN/m 250 mm 200 mm 1.75 m Fig. 2: Viga simple AB de madera
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