6 mm A 150 mm IC 6 mm B (2) 100 mm- (a) 10 kN q= 3.2 kN/m A B 3 m +1m (b)
6 mm A 150 mm IC 6 mm B (2) 100 mm- (a) 10 kN q= 3.2 kN/m A B 3 m +1m (b)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
A wood beam is strengthened using two steel
plates as shown in Fig. a. The beam has simple supports
and an overhang and is subjected to a point
load and a uniform load as shown in Fig. b. Calculate
the maximum tensile and compressive stresses of the
beam. Assume that Ew = 11GPa and Es = 200 GPa.
Transcribed Image Text:6 mm
A
150 mm
IC
6 mm
B
(2)
100 mm-
(a)
Transcribed Image Text:10 kN
q= 3.2 kN/m
A
B
3 m +1m
(b)
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