The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; I=843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 4.8 kips/ft, determine: (a) the beam deflection VÀ at point A. (b) the beam deflection vc at point C. Assume LAB = 10 ft, LBC= 7 ft, LCD=7ft, LDE = 4 ft. W X B LAB LBC D LCD LDE E

The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; I=843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 4.8 kips/ft, determine: (a) the beam deflection VÀ at point A. (b) the beam deflection vc at point C. Assume LAB = 10 ft, LBC= 7 ft, LCD=7ft, LDE = 4 ft. W X B LAB LBC D LCD LDE E

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: A cantilever beam ACB supports two concentrated loads P, and P2, as shown in the following figure.…

A: Draw a diagram for the problem. Here, x is the distance of the cross-section at which the bending…

Q: Q3. For the beam (E = 4.176×106 ksf) shown below, find the deflection at poin 10K с 2' 16k/ft ДА…

A: For the beam E = 4.176 x 106 ksf

Q: BP4: A simply supported beam of constant El and length L is supporting a distributed load omega w…

A: The given beam is as shown below, To determine deflection at C by Castilagino's method we will…

Q: The rigid beam in (Figure 1) is supported by the three suspender bars. Bars AB and EF are made of…

Q: Question 4: Use the moment-area method to determine the slope and deflection at point B for the…

Q: The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi;…

A: The simply supported beam W × 14 × 34 E= 29000 ksi I= 340 in4wo = 13 kips/ftW CD = 6.0 kips/ftLAB…

Q: 1. For the beams shown in figures, with internal hinge, determine the deflection at the hinge. Let E…

A: To Find : The deflection at the hinge. Given : The young modulus is E=210 GPa The moment of inertia…

Q: BP2: A simply supported beam length of 2 m is redundantly supported at 1/3=0.67 m and carries a…

A: The given is as shown below,

Q: 1. A semi-infinite steel beam of second moment of area I, = 4.0 × 10° mmª is supported on an elastic…

A: Write the given information.

Q: Parvinbhai

A: The objective of the question is to determine the displacement at point B of a loaded beam ABC,…

Q: 5 kip Mo 10 kip-ft B The cantilevered beam above is subjected to a couple moment and concentrated…

Q: In the figure, aluminum [E = 60 GPa] links (1) and (2) support rigid beam ABC. Link (1) has a…

A: Data given - a = 1380 mm, b = 760 mm, L₁= 2570 mm, and L₂ = 4650 mm. P = 32 kN A2 = 430 mm2 A1 =…

Q: 3P2: A simply supported beam of constant El and length L IS supporting a distributed load omega w…

Q: For the cantilever steel beam [E = 230 GPa; 1= 95 × 106 mm4], use the double-integration method to…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: (a) Draw the free-body diagram of the given beam. Apply force equilibrium in horizontal direction.…

Q: A horizontal cantilever beam of circular cross-section, length 1.0 m and flexural rigidity El = 200…

Q: Please help with this deflection problem

A: Equation of displacement is for 0≤X≤aL: v1(x) = 0.3384x3 - 1.0965x2 mm for aL≤X≤L: v2(x) = 0.1579 -…

Q: Beam ABC is loaded by a uniform load q andpoint load P at joint C. Using the method of…

A: Given data as per question L = 4 m, a = 2 m , q = 15 kN/m, P = 7.5 kN,E = 200 GPa, I = 70.8 X106…

Q: Motiyo

A: (a) Determining the Elastic CurveThe equation for the elastic curve of a cantilever beam subjected…

Q: P B C |A LAB LBC

A: FBD: Ay= Reaction force at AMA=reaction moment at AConvert the loading condition by this (fig 2)From…

Q: The cantilever beam consists of a W530 × 74 structural steel wide-flange shape [E = 200 GPa; I = 410…

A: When a beam having length 'L' is subjected to a uniformly distributed loadω over the whole length of…

Question

The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; 1= 843 in.4]. Assume that the
support at D can provide resistance either up or down. For a loading of w = 4.8 kips/ft, determine:
(a) the beam deflection VÀ at point A.
(b) the beam deflection vc at point C.
Assume LAB = 10 ft, Lgc = 7 ft, LcD = 7 ft, LDE = 4 ft.
W
B
Answers:
(a) VA =
(b) vc=
LAB
LBC
in.
in.
D
LCD
LDE
E
X

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 6 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Q2: A simply supported beam as shown below. Determine the deflection at C and D. Take E = 210 GN/m? and I = 16 x10% mm*. 120 kN 80 kN -0.6 m- 1.4 m C 3 m
I need answer within 20 minutes please please with my best wishes
* Given the FLEXURAL RIGIDITY of the beam shown=6000 KN.m^2, find the deflection :at the roller support 50 kN B C A 2m 3m D 3m Non of them O No deflection O -0.025 m O +0.025 m O +0.125 m O -0.125 m O
h F The beam of length 5.9 (m) and cross section base 0.10 (m) and height 0.16 (m) shown is made of plain steel with a modulus of elasticity of 200 (Gpa) and an ultimate strength of 400 (Mpa). The load is 250 (N) and the point q is 4.0 (m) from the wall in the x direction. What is the magnitude of vertical deflection of the beam at point q in units of meters?
H.W1: For the truss shown below 1- Find the horizontal deflection of point C 2- Find the vertical deflection of point C Or Find the absolute deflection of point C Use: L/A 5 1/mm E= 200*10³ MPa 2m 2m 2m B 100 KN 2m
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I= 340 in."1. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 10 kips/ft, wCD = 7.0 kips/ft, LAB = 7.0 ft, LBc = 7.0 ft, LCD=9.5 ft, LoDE = 4 ft. Wo WCD C E LAB LBC LCD LDE Answer: (a) 0g = rad (b) vc = in.
No Handwriting please
mention every single step of solution .....thanks
Q.1) For the figure shown, have the following information: (2) Link (1) made Link (2) made of aluminum E =70 GPa A 300 mm2 Calculate the deflection of the beam at point B, when a load P = 55 kN is applied. 4,000 mm of aluminum 2.500 mm E -70 GPa A = 450 mm? 1.400 mMm S00 mm
Calculate the maximum deflection at point B in the beam below: (answer in mm) The beam is a steel wide flange where: E = 210 GPa I = 225 x 10-6 mª 2.5m 2.5 kN/m 4 m 5kN B
Find the deflection y(x) using differential equation where: The beam is embedded at x = L and a free end at x = 0. The applied load is w = w0*(1+cos(πx/L)), wo is the maximum intensity of the load.
bläi 4 For a beam, as shown in the below figure, the deflection at the free end are 8 kN 6kN/m A_c! ! D B E 1 m 4 m 3 m |1m