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

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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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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