d = 1.2 m b = 75 mm t =25 mm h = 100 mm h1 = 75 mm C1 = 62.5 mm C2 = 37.5 mm, and | = 3.3203 x 106 mm4 B RA Rg |C

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the maximum tensile stress and maximum compressive stress due to the load P acting on the simple beam AB (see figure). Data are as follows: P= 5.4 kN L=3.0 m d=1.2 m b=75 mm t_=25 mm h=100 mm h1=75 mm c1=62.5 mm c2=37.5 mm, and l= 3.3203x10⁶ mm⁴
d = 1.2 m
b = 75 mm
t_=25 mm
h = 100 mm
hi = 75 mm
C1 = 62.5 mm
C2 = 37.5 mm, and
| = 3.3203 x 106 mm4
P
000
RA
RB
h
|c
Transcribed Image Text:d = 1.2 m b = 75 mm t_=25 mm h = 100 mm hi = 75 mm C1 = 62.5 mm C2 = 37.5 mm, and | = 3.3203 x 106 mm4 P 000 RA RB h |c
(Problem #3) Determine the maximum
tensile stress and maximum compressive
stress due to the load P acting on the
simple beam AB (see figure). Data are as
follows:
P = 5.4 kN
L = 3.0 m,
Transcribed Image Text:(Problem #3) Determine the maximum tensile stress and maximum compressive stress due to the load P acting on the simple beam AB (see figure). Data are as follows: P = 5.4 kN L = 3.0 m,
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