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 kNL=3.0 md=1.2 mb=75 mmt_=25 mmh=100 mmh1=75 mmc1=62.5 mmc2=37.5 mm, andl= 3.3203x10⁶ mm⁴ d = 1.2 mb = 75 mmt_=25 mmh = 100 mmhi = 75 mmC1 = 62.5 mmC2 = 37.5 mm, and| = 3.3203 x 106 mm4P000RARBh|c (Problem #3) Determine the maximumtensile stress and maximum compressivestress due to the load P acting on thesimple beam AB (see figure). Data are asfollows:P = 5.4 kNL = 3.0 m,

Answered: Image /qna-images/answer/0489334f-6e37-4c68-a3f9-412230431456.jpg

Answered: d = 1.2 m b = 75 mm t =25 mm h = 100 mm…

Engineering

Civil Engineering

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

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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

(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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