Need help with question b 14.2 Calculate the section modulus (with respect to the X-X axis)for the beams shown.3"10"12"(a)PROBLEM 14.2value. Subtract the beam weightTX4"CC.AI BAUDIX-niet nouuldeported stewide-fiance(b)X-Plate 18" x 1"W24 X 162"Plate 18" X 1" Xmaacea bending stress.no baqolavab 91814.6 The structural steel built-up member (b) of Problem 14.2 isto be used as a simply supported beam on a span of 40 ft. Itis to carry a uniformly distributed load of 3.0 kips/ft, whichincludes its own weight. Calculate the maximum inducedbending stress. We dous HBRAY SA17 A round stead

Given: A built-up section with W 24×162 section and a plate. Length of plateB=18 in Thickness of…

14.2 Calculate the section modulus (with respect to the X-X axis) for the beams shown. LANY dodas 3" 10" X- (a) ver value. Subtract the beam weight 12" 9.k -X (b) -Plate 18" x 1" W24 x 162 "Plate 18" x 1"

14.2 Calculate the section modulus (with respect to the X-X axis) for the beams shown. LANY dodas 3" 10" X- (a) ver value. Subtract the beam weight 12" 9.k -X (b) -Plate 18" x 1" W24 x 162 "Plate 18" x 1"

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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Concept explainers

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.

Question

Need help with question b

14.2 Calculate the section modulus (with respect to the X-X axis)
for the beams shown.
3"
10"
12"
(a)
PROBLEM 14.2
value. Subtract the beam weight
T
X
4"
CC.AI BAUDI
X-
niet nouulde
ported stewide-fiance
(b)
X
-Plate 18" x 1"
W24 X 162
"Plate 18" X 1"

X
maacea bending stress.
no baqolavab 918
14.6 The structural steel built-up member (b) of Problem 14.2 is
to be used as a simply supported beam on a span of 40 ft. It
is to carry a uniformly distributed load of 3.0 kips/ft, which
includes its own weight. Calculate the maximum induced
bending stress. We dous HBRAY SA
17 A round stead

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