Using the Unit Load Method Determine the vertical displacement of joint C of the truss shown inFig. 9-13a. Assume that A = 300 mm2 and E =200 GPa.F3 mAВ-3 m-3 m-3 m-20 kN20 kN(а)F-(0.333P + 13.33) E(0.471P+ 18.86)A0.471P+ 9.43C.0.333P + 13.33 0.667P + 6.67D0.667P + 6.670.333P+13.33 kN 20 kN0.667P+6.67 kN(b)Fig. 9-130.333P+13.33-(0.943P + 9.43)

Answered: Image /qna-images/answer/ea96df62-2503-4255-ad31-3a10b57443c6.jpg

Answered: Determine the vertical displacement of…

Determine the vertical displacement of joint C of the truss shown in 200 GPa. %3D 300 mm2 andE Fig. 9-13a. Assume that A E 3 m D -3 m -3 m -3 m 20 kN 20 kN (a)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The overhang beam shown below is loaded with a varying distributed load and single point b. load as…

Q: Determine the maximum uniformly distributed load (in N / mm) that can be carried over the entire…

A: Length of the cantilever beam(L)=4 m, Maximum flexural stress(f)=130 Mpa, Dimensions of the…

Q: Find the maximum uniformly distributed load (w) the beam can carry if the allowable bending and…

A: Given:- Maximum bending stress, σmax=60 MPaMaximum shear stress, τmax=36 MPa The cross section of…

Q: Derive an expression for elongation of a bar rectangular in cross section with uniformly varying…

A: Rectangular bar with varying depth is shown below: Let us consider a small element "dx" of the…

Q: please solve the following problem on pencil and paper so I can understand. Please show all work.

A: Step 1:Step 2:Step 3: Step 4:

Q: a) For the two-storey building cross section shown below, calculate: w 35KN/m w = 35KN/m Roof w…

Q: 2. The members of the structure in the figure weigh 200 lb/ft. Determine the smallest diameter pin…

Q: What is the value of the long term deflection for the double reinforced beam having a base of 250…

Q: Three wheel loads rolls as a unit across a 12-m span. The loads are A = 15 kN; B = 25 kN, 2 m to the…

Q: Discuss Terzaghi’s Bearing Capacity Formulas

Q: A simply supported beam has a maximum moment equal to 15 KN. The beam has a width of 200 mm and a…

A: The bending stress equation is given as;

Q: Determine the maximum safe vertical load W that can be supported by the tripod shown in the figure…

Q: Sketch the distributed loading along members BE and FED and also determine the magnitude of the…

A: It is required to check whether the slab is one way or two way. ba=62=3>2 Hence the slab is one…

Q: What is the value of the long term deflection for the double reinforced beam having a base of 250…

Q: Consider the beam undergoing two distributed loads and a point force below. (a) redraw and the…

Q: 5. Beams will be designed for the roof and floor systems of an office building. The loads for these…

A: Design Load combination (LRFD) :-1.2DL + 1.6LL + 0.8WL & 0.9 DL + 1.6WL Allowable load…

Q: The statement "Flexural shear stress is maximum at the neutral axis."

A: 2. Option A The maximum shear stress is located at the neutral axis. As the point moves further…

Q: Q1. Differentiate: (support with figure/expressions/example) (i) Black box vs. white box model (ii)…

Q: STRENGTH OF MATERIALS. Please show the complete solutions. NO LONG EXPLANATION NEEDED! Rate will be…

A: Note: Student must know that the question asked is wrongly put. For a symmetrically…

Q: e. What is the required nominal strength of the column for a safety factor of 1.67?

A: The expression for calculation of the nominal strength of column for safety factor is :where, - The…

Q: e loads and dead loads act in a

A: To find: We have to find whether the given statement is true or false. Given: Live loads and dead…

Q: Question 9 The distributed load shown is supported by a box beam shown using five pieces of 50mm x…

Q: A 200 mm x 300 mm timber beam is simply supported over a span of 6 m and carries a concentrated load…

Q: 3. If the center of gravity of the stacked tables is at G, and the stack weighs 100 lb, determine…

Q: For the hoist shown below, when the weight W is 7000, lb, the tension in AB is 13,000 lb. Determine…

Q: k What is the maximum uniform distributed load w- ft on a simply supported steel beam with size…

A: For calculating the maximum uniform load on the beam, we have to determine the value of the moment…

Q: 2m 2m 1m 1m 90KN 90KN -30KN 210KN

Q: Calculate the loadings on the column. The column will be supporting the loads from the roof and…

A: Roof Slope = 15° , Eave's Height = 5m , Bay Width = 6.4m , Dead Load, Pd=200kips , Floor Live…

Q: Fill the blanks with correct answer for each of the following: 1- Select..... option under Member…

A: It has been asked to fill the blanks with appropriate answer. since as per our guideline all…

Q: Q.4 A hollow circular short column of outside diameter 320 mm and thickness 15 mm carries a load of…

Q: The floor framing plan shown carries superimposed deadload and live load. 1. Draw the load diagram…

A: Beam dimensionsB1: 300 mm x 600 mmB2: 250 mm x 600 mmB3: 300 mm x 500 mmB4: 200 mm x 400 mmSlab…

Q: A loaded beam, 60 mm wide by 200 mm high and 8 in long, has the shear and moment diagrams as shown…

A: (a)Determine the magnitude, type and location of the maximum flexural stress (b) Determine the type…

Q: A cantilever timber beam (FIGURE A) with a span of L = 14.0 ft supports a linearly distributed load…

A: Given Span 14 ftDepth11.75 inWidth 16 inTo find out Section modulus Allowable bending moment Maximum…

Q: 7k/f 12'

A: Given Data: UVL=7k/ft Span L=12' To find Vmax

Q: Then, draw shear and bending moment diagrams. Show the procedure. Upload your work to the submission…

A: Free Body Diagram of the given problem:

Q: SITUATION #4 Determine the required load P to punch a hole in the steel plate. Given Data: Allowable…

A: Given data in question Thickness Allowable shear Diameter To find out Load P

Q: Design a tie column to carry an axial dead load of 600 kN and an axial live load of (1.6X1+2.6X2)…

A: Given Fy=X2=403MPaFc=X1=67.9MPaDead load=600kNlive=1.6X1+2.6X2Total=600+1.6×67.9+2.6×403…

Q: A carry concrete slat in the flooring of a swine housing is designed to carry swine up to 225 kg.…

Q: Find the maximum uniformly distributed load (w) the beam can carry if the allowable bending and…

Q: 23. Live loads and dead loads act in a horizontal direction. a) False b) True

A: Statement: Live loads and dead loads act in a horizontal direction. To calculate: above statement is…

Q: 1. The lap joint shown in the figure is fastened by four 4-in.-diameter rivets. Calculate the…

Q: Calculate the factored Point Load for a a given a Po 16 kN. P-29 KN ain your hard copy, show all…

Q: Give an example for type of load classification according to Method of Application 1 centric load…

Q: Answer fast and draw diagram

A: Detailed explanation:Explanation for the answer: D(∂4w/∂x4 + 2∂4w/∂x2∂y + ∂4w/∂y4) =…

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

100%

Using the Unit Load Method

Determine the vertical displacement of joint C of the truss shown in
Fig. 9-13a. Assume that A = 300 mm2 and E =
200 GPa.
F
3 m
A
В
-3 m
-3 m
-3 m-
20 kN
20 kN
(а)
F-(0.333P + 13.33) E
(0.471P+ 18.86)
A
0.471P
+ 9.43
C.
0.333P + 13.33 0.667P + 6.67
D
0.667P + 6.67
0.333P+13.33 kN 20 kN
0.667P+6.67 kN
(b)
Fig. 9-13
0.333P
+13.33
-(0.943P + 9.43)

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

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 5 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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

do all 4 parts please and fast please
Simply-Supported Timber Beams. please answer in 20 mins
The distributed load shown is supported by a box beam shown using five pieces of 50mm x 300mm plank of Yacal timber arrange as shown. Determine the nearest maximum safe value of w in N/m that will not exceed a shearing stress of 1.2MPa. WIN 6m¶ 1.5m¶
need in 30 mins asap auto like
ANSWER ALL FOR UPVOTE NO UPVOTE IF INCOMPLETE NO NEED TO WRITE THE COMPLETE SOLUTION. JUST THE FAST SOLUTION AND THE EXACT ANSWERS FOR EACH. THANK YOU.
STRENGTH OF MATERIALS (Please write the complete solutions and FBDs completetely and correctly. No long explanation needed.Thumbs up will be given) A loaded beam, 60 mm wide by 200 mm high and 8 in long, has the shear and moment diagrams as shown below. (a) Determine the magnitude, type and location of the maximum flexural stress (b) Determine the type and magnitude of stress in a fiber 40 mm from the top of the beam at a section 2.5 m from the left end, Express final answers in MPa. (Use I=bh3/12)
Estimate the loads applied on the Beam 1, including the load transferred from Slabs 1 and 2 (self-weight of slabs), the self-weight of Beam 1 and the water tank load. Note that the water tank load may be idealised as a point load. Please also note that there are also other types of loads, which should be considered for practical design, but for simplicity they are not considered here.
Please give handwriting solution
Can you please solve the calculations with equations and step by step and use space Gass software for diagrams?I will be grateful to you for this help.All the best and Thank you so much in advance.
With regards to load combinations, what happens if you were not able to consider other static load cases such as the seismic and wind loads?
i need the answer quickly