Answered: What is the internal force in member…

Engineering

Civil Engineering

What is the internal force in member AB? A. 750 N , T B. 450 N , T C. 750 N , C D. 450 N , C

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: Draw shear and bending moment for beam shown in figure b

Q: The linkage is made of two pin-connected A-36 steel members, each having a cross-sectional area of…

A: Cross sectional area of each member (A) = 1.3 in.2 A-36 steel Downward displacement of joint A is…

Q: a²z For each of the following functions z, find a²z and дх? дудх' дхду" ду? z%3D2x2 - 5ху+ y? Z =

Q: F1 lb F2 Ib/ft F3 Ib/ft A B| D E 3 ft 6 ft 9 ft 3 ft 9 ft F1= 12, F2 = 15, F3 = 21 Derive the shear…

Q: FBD 3.0414 0.5 3 3.9051 2.5 3.9051 2.5 3 FAB=126.53 FBE FBE=18KN METHOD OF JOINT 3.

Q: Q/ It is required to install two points A & B, the horizontal distance between them is 1200 meters…

A: Given Horizontal distance between two points= 1200 m

Q: Which of the following terms describe shear yielding failure in block shear. O FUAnt O FYAG O…

A: To choose :- the correct option

Q: a0 () o 2 20210612.. > A beam is constructed from three boards nailed together as shown in Fig. . If…

A: calculated centroid from top

Q: use the method of sections to solve for EG, GH and HJ

A: Consider the figure,

Q: Determine the required force P on the handle in order to develop torque of M = 62 N·m on the bolt.

A: Therefore the P =193.75N

Q: A RA 3m 5-fon E 3m B Ro 4-don 1.5m Ace to qus RA - RB ⇒ I found the value of [x = 1.8m But I am co…

A: Given, x= 1.8m RA=RB Draw the fbd:-

Q: The rigid pipe is supported by a pin at A and an A-36 guy wire BD. The wire has a diameter of 0.29…

Q: 2. Find the equation for the four linear sections of the moment diagram below. 25 kips |25 kips 25…

Q: a 39 3i Blet A= d and B=2a+d 2b+e 2e+5 e g h i e Suose that det A = -3 , Evaluate the deteiminant of…

Q: Id". Equating force at Joint B. Sdn. {Fy=0 FAB E545-FBC Cos 26.565= 0· [Fx=0. FAB Sin 45t FBC Sim…

A: Consider the FBD drawn below ;The angle made with line will be Cosine and other the angle will be…

Q: CETHEORY I tootN Assume reaction t of c reaction sm Golve for the loccation k magnitude of thancimum…

Q: Ex:- Draw I-L for RB, RD, RH, ,VJ,VA, R. » A B J E G 1m 2m 1m 1m 1m 2m 2m 3m 3m

A: MULLER BRESLAU'S PRINCIPLE: To ILD for reaction at any support remove the restraint offered by…

Q: STRUCTURAL THEORY PROBLEM AMM & CBM ** AREA-MOMENT & CBM the EIA of the Solve $ 400 N/m $2 2m for…

A: NOTE : Since you have asked multiple methods, we will solve the first method(AMM) for you. If you…

Q: U, U3 U5 6 k 3k 2 k4k 10 ft Lo L L, L4 L5 6 at 15 ft = 90 ft- 5 ft 3 ft 3 ft

Q: I need the answer as soon as possible

Q: Q Replaie he Force SycEnby about A force at 200 150 250 350

A: Given:- Force system with point loads To find:- Force at A Moment about A

Q: Load Elongation o eng Eeng OTrue ETrue Lo |(mm)|(mm) F(KN)|SL(mm) No. Do 1 25 12.5 0.00 0.00 2 25…

A: Solution: From given table find the Stress and Strain; Engineering Stress/Strain:…

Q: AcL Cuzs Cam BD= 115 DF.75 FH= 25 left G12.75 HA IS right AB=0 CD=.5 Middle CF-S GH=0 (middle 27ราร…

Q: TABLE 10-2 Calculation of Reinforcement Required- Example 10-1 +256 +159 M. -149 -274 -274 Line 5.…

A: Mu -149 256 -274 159 As 0.0116 0.0105 0.0116 0.0105 Asreq 1.72 2.68 3.17 1.67 As>Asmin Yes…

Q: Determine the member force 2-4, 3-4 and 3-5 4 kN -> 8 kN 4 kN 2 2 1 4 kN 2 2

Q: Design Span = 6m Design Pressure fe' fy CC a = simply supported solid one-way slab. vism = 8kN/m² =…

A: Answer One way slabs are designed as rectangle beam having large width to depth ratio. We need to…

Q: (2) 114. 23/8 23¾/18 I ¡YA I 238 23¾/8 I LA ـــ 2222 2/2 K 4" L6x4x5/8 with bolts. Ag = 5,86 in ²…

A: Data to calculate net area is given as: Given Data: Bolt diameter(d)=34inGross area(Ag)=5.86inGross…

Q: h = 10⁰ -xx=666 in ly=426 in 21'-0" 28-0 L=? 1. Given the allowable stress table for wood timbers…

A: b = 8 in h = 10 in Ix = 666 in4 Iy = 426 in4

Q: 10 N 50 N m 4 10 N 5 m A 8N 4 m 3 m 5 m 10 N 50 N•m 14N (a) (b) (c) 10 N 24 N m 46N 45 N A 8 N 80 N…

Q: The tension member shown in the figure is an A36 steel plate 16 mm thick. The bolts are 22 mm in…

A: To Find :- net area Anet across fracture line a-b-f-g. Given data:- Plate thickness t = 16 mm Bolt…

Q: An Unsy mmetrical parabolre une has feng th o1 cunve of 200 n frim the PC to the point where the…

A: Given Data: g1=-3%g2=5%Length of curve=L=200 mIt is asked to find distance from PC to the lowest…

Q: Pasan mam B B 0 மீயப்பாமதியப ஆரம் www.E me Hml Pன் 10m Summi

A: The angle between AB and AC can be obtained using the concept of dot product. Express the AB and AC…

Q: Determine the magnitude of friction force acting on the block for the applied load shown in figure.…

A: Weight of block = m = 80Kg P = 400KN

Q: 4. Use the component method to determine the component of each force along x and y axes. F1 = 494 lb…

A: Introduction- The given values are shown below, F1=494lbϕ=58.2° We have to find the component of…

Q: P/A and (oalalow MJAr? (os)aller 54000 If it is pinned at its top and bottom, and a compressive load…

A: Solution Given that (σb)allow=21 ksi

Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

Question

What is the internal force in member AB?

A. 750 N , T

B. 450 N , T

C. 750 N , C

D. 450 N , C

SHOW SOLUTIONS

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

Find the Solution of the following Integration 3 $(x²-2x²+ -2x² +7x-5)dx Use e/R=4/ 2 Solve the integral for the function 4 -2 (1-x-4x³ 1x5) dx @ Single Simpson (3h) Rule. டு 7 Multipule Simpson (3 h) Rule, with (n=5) 2 3 § X² Ina) dx 12-4 3 8 dx 16+X2
Talk N Text all al a O N 89I 1l:48 TNT Final Assignment_Rigid Bo... I. GENERAL INSTRUCTIONS 1. Do this BY PAIR or individually. Write your name/s. Submit this only once. 2. Draw the figure to illustrate your understanding of the problem (as required). 3. Show complete formulas and solutions. 4. No rounding off in the solutions, only your final answer should be rounded off to 3 decimal places. In cases where the answer in a sub question will be used for the following sub question, use the non-rounded value. 5. Enclose your final answer in a box. No extra answers. 6. File submissions should be in single PDF. 7. Once you submit your solution papers late, your score will automatically be reduced by half, regardless of how late you are (1 min or more). Presentation matters. II. Problems Problem 1 Given: Mass of canister: 4000 kg Mass of beam BD: 50 kg Max allowable force: 1. AB = 2. CD = 30 kN 30 kN 3. EF = 34 kN 4. GH = 34 kN Determine the greatest allowable acceleration of the system.…
Through a very narrow gap of height 'h' a thin plate of large extent is pulled at a velocity V. On one side of the plate oil of viscosity μ, and on other side oil of viscosity μ2. Calculate the position of plate so that: (i) The shear force on two sides of plate is equal (ii) The pull required to drag the plate is minimum 40 sn sen sinn sin sen sen sinn sn sn sen sen sen nsn seeeen shea
7.2 For each assigned problem, calculate the development length required for the following bars in compres- sion. No. с d Bar No. 10 11 f' (ksi) 4 5 fy (ksi) 40 60 Notes (A, required)/(A, provided) = 0.8
Where would you put major building (separation) joints in the combined buildings shown below. A▾ B I EE > 32 3 EE ≡≡
A wooden box is pushed by force of 3.5 N and their is no displacement. Find work done a:3.2 J b:2.2 J C:0 J d:4 J
Show whole process and solution
50 mm 100 mm 50 O 75 mm 100 100 50 h 75 e 9 75 a b ņ d For a failure through the staggered line abfcd, what is the gauge length (sg) of the stagger? + 75
Please solve this question step by step
Bridge truss problem. Answer is provided. I need an explanation and how it is solved given the solution. Also I would like to know if it is compression or tension.
What is the reaction force at joint A and I. What is the C or T, the X and Y components, the length and the load of each member. Also when you put the answers could you put it like it is on the image.
Please enlighten me on how they get those values that I encircled in a blue pen which is the 48.75 and the 900.25. Thank you so much! I'll vote (thumbs up) for your answer.