I need help on number 2, I keep getting it wrong. Please and thank you What is the magnitude of the deflection at D attributable to axial deformation of member BC(in inches to three decimal points)?0.515What is the magnitude of the deflection at D attributable to axial deformation of member AB (ininches to three decimal points)?X 0.375What is the magnitude of the deflection at D attributable to flexure of member AB (in inches tothree decimal points)?0.375 You are given the structure and loading below. Theload wis 2.4 kips/ft. Find the value of downwarddeflection at point D. Use E = 29,000 ksi. BC is acable with a diameter of 0.5 in. AB is an I beam(W12x16) with a moment of inertia of 103 in* andan area of 4.7 in².AC3D12'B12.1

E=29,000 Ksiw=2.4 Kips/ftIAB= 103 in4AAB=4.7 in2Diameter of BC =0.5 in To find: The magnitude of…

You are given the structure and loading below. The load wis 2.4 kips/ft. Find the value of downward deflection at point D. Use E = 29,000 ksi. BC is a cable with a diameter of 0.5 in. AB is an I beam (W12x16) with a moment of inertia of 103 in* and an area of 4.7 in². D 12' t B 12'

You are given the structure and loading below. The load wis 2.4 kips/ft. Find the value of downward deflection at point D. Use E = 29,000 ksi. BC is a cable with a diameter of 0.5 in. AB is an I beam (W12x16) with a moment of inertia of 103 in* and an area of 4.7 in². D 12' t B 12'

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

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

I need help on number 2, I keep getting it wrong. Please and thank you

What is the magnitude of the deflection at D attributable to axial deformation of member BC
(in inches to three decimal points)?
0.515
What is the magnitude of the deflection at D attributable to axial deformation of member AB (in
inches to three decimal points)?
X 0.375
What is the magnitude of the deflection at D attributable to flexure of member AB (in inches to
three decimal points)?
0.375

You are given the structure and loading below. The
load wis 2.4 kips/ft. Find the value of downward
deflection at point D. Use E = 29,000 ksi. BC is a
cable with a diameter of 0.5 in. AB is an I beam
(W12x16) with a moment of inertia of 103 in* and
an area of 4.7 in².
AC
3
D
12'
B
12.1

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