Answered: 120 kN 240 kN 8 m 6 m P8.3

Engineering

Civil Engineering

120 kN 240 kN 8 m 6 m P8.3

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: Determine the vertical and horizontal deflection of joint C of the truss shown. Take E = 200 kN/mm²…

Q: Note: The values of Constants A, B, C, D can be determined using the following: A=2 B=9 C=5 D=3

A: Fixed end moment mBC =-2.18220=-6.72mBC =2.18230 =4.48 MBA +MBC =04EIθB7-6.72…

Q: 4. For the steel rigid frame in Figure P8.31, compute the rotation of joint B and the horizontal…

A: Given E=200 Gpa= 200×103 Mpa I= 200 × 106 mm4

Q: P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement…

A: Draw free body diagram of truss The joint C in the truss is considered for analysis by using the…

Q: B Determine the vertical displacement of Joint A shown in Q. 3, if members AB and BC experience a…

Q: p=50kN , W=90KN/m , h=7m , b=5 m

Q: Mz = 595 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross…

Q: Use Virtual Work Method to solve the horizontal displacement of joint D in mm of the truss system…

Q: Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical…

Q: If Mz = 210 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross…

A: Given data: Mz = 210 kip-ft a = 7 in b = 10 in d = 28 in r = 3.5 in Moment of inertia about the z…

Q: 100 KN A B 3M 3M

Q: Use the stiffness method to determine the horizontal and vertical components of the displacement at…

A: Modulus of elasticity , E=206.8 GPaArea of members , =1290 mm2 Also , i=80KN and j=150 KN

Q: M₂ Answer: OH = psi M₂ H b

Q: 2.1.1.1.1.1.1.2.2.2..2 Answer question No.2 ONLY!

Q: 6. A 12 - m simply supported beam is carried by two concentrated loads. The loads present are 35 kN…

Q: Draw the shear force and bending moment diagrams. P = 25 k and w = 3 klf. Solve using the force…

A: Consider the F.B.D Consider moment at A VD×15+25×15-3×15×7.5=0VD=-2.5 kVD+VA=25VA=27.5 k

Q: 2. The rigid bar BC that has a length of 10.5 ft is supported by steel rod AC of cross- sectional…

A: We will find vertical component of actual deformation.

Q: P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement…

Q: Determine the magnited of the force F applied by arm OA and the magnitude of the force N applied by…

A: Solution: Givendata, θ = 34°θ = 43 deg/s˙θ¨ = 28 deg/s2L= 0.75mmass of slider = 0.6-kg Consider the…

Q: find the magnitude of the bending stress at a point H.

A: Given that, Mz = 585 kip-ft For the beam cross section shown, a = 10 in. b = 14 in. d = 35 in. r…

Q: C 3m А B 4m

Q: If Mz = 1175 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross…

Q: Solve Problems by the moment-areamethod. EI is constant. Compute the slope and deflection under the…

A: Solution Consider the diagram

Q: If M₂ = 280 kip-ft, find the magnitude of the bending stress at a point H. For the bear cross…

Q: Q5. Determine the horizontal displacement of point C of the frame shown below. Take E=200 GPa and 1=…

A: Given :

Q: 5. Using VWM or CTM, solve the slope of the elastic curve at the right support for the beam loaded…

Q: Eor the continuous beam shown below, by the slope-deflection equations, determine the maximum…

A: Moment : A force's moment is an assessment of its propensity to cause a body to rotate around a…

Q: Determine the vertical displacement of joint A if members AB and BC experience a temperature…

A: ΔT = 200°F A = 2 in2 E = 29(103) ksi. α = 6.60 (10-6) /°F.

Q: The rigid bar BC shown is supported by the steel rod AC of the cross-sectional area of 0.25in^2.…

A: Given: The cross-sectional area of steel rod AC is 0.25 in2. Consider the figure,

Q: P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 x 106 mm², E: =…

Q: The beam ABD with simple support in A and B and overhang BD is shown in the figure. Calculate the…

Q: Calculate the horizontal displacement of point B. El is constant for all members C D A

A: Deflection from Unit Load Method =∑n∫1nMm dsEIM=Member Bending Moment Due to Given Load. m=Member…

Q: I. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I=70(10%)mm*. Use…

Q: Use Virtual Work Method to solve the horizontal displacement of joint D in mm of the truss system…

Q: Q. 3. Determine the reactions and draw the shear and moment diagrams for the structure shown. El is…

Q: 50 kN 100 kN 50 kN E D F 1m в 2 at 2m = 4m EA = constant E = 120 GPa In addition to the loads of the…

Q: Use Virtual Work Method to solve the horizontal displacement of joint D in mm of the truss system…

Q: Determine the displacement at B. 12 m I 80 kN B E= constant = 200 GPa I=600 (106) mm* 12 m 21 C

A: E=200 kN/mm2 I=600 * 106 mm4 To find displacement at point B

Q: A cantilever beam 4 m long carries a uniform load of 3.5 kN/m over'a portion 1.5 m from the free end…

A: To Find :- Slope at free end Deflection at free end

Q: 8 kN B 5m D E

A: The virtual work method is also known as the method of virtual force and the unit-load method and…

Question

For the truss in Figure P8.3, compute the horizon-
tal and vertical components of the displacement of joint

C. The area of all bars = 2500 mm2

, and E = 200 GPa.

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

Trending now

This is a popular solution!

Step by step

Solved in 6 steps with 12 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

The Resultant of the concurrent forces in the figure below is R = 348 KN, pointing up along y-axis. Compute the value of F in KN to give this resultant. P1 = 554 and P2 = 286. Write the numerical value only and use two decimal places. P1 R F₁ I+Y F3 Ө 30° F P2 Determine the y-component of the resultant of the concurrent forces in KN below. F1 = 337 KN, 01 = 56, F2 = 498 KN, 02 = 40⁰, F3 = 215 KN, 03 = 22°. Write numerical value only with 2 decimal places + X + Y F₂ Fy yo 0₁ 0₂ + X 03
Problem # 2: Draw the shear and moment curves for the beam shown. Reaction at support B is given. Then; a) Determine the maximum value of the shear force. b) Determine the maximum positive and negative bending moment. c) Sketch the deflected shape. P = 30 kips w = 3 kips/ft 16 66² 24 . RB = 85.49 kips
Use virtualwork method
15 kN/m 60 kN C A I B 21 10 m 5 m 5 m Figure no. 8
1
If Mz = 340 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross section, assume a = 9 in. b = 12 in. d = 30 in. r = 4.5 in. The centroid of the cross section is located 13.71 in. below the uppermost surface of the beam. The moment of inertia about the z axis is 23897 in.4.
(3) For the truss shown, compute the horizontal and vertical components of the displacement of joint B. The area of all bars = 2500 mm2, and E=210 GPa. 1200 kN D IM BI 4 m 3 m 3 m E 300 KN
Determine the slope at B and the deflection at A by the conjugate method for the shown below. EI is constant.
P8.10. (a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm² and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm. A 00 8 m 00 O O B 00 00 F 0° ° * 18 : 00 C P8.10 00 ºa YE 8 m ↓ -8 m °。 D P = 240 kN 8 m
Solve using conjugate beam method
View Policies Current Attempt in Progress If M₂ = 925 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross section, assume a = 12 in. b = 16 in. d = 43 in. r = 6 in. The centroid of the cross section is located 19.63 in. below the uppermost surface of the beam. The moment of inertia about the z axis is 92777 in.4. M₂ Answer: M₂ 2 H b a d
Using Virtual Work Method For the truss shown: a) compute the vertical components of the displacement of joint C. In addition to the load , the temperature of member BD is subject to a temperature increase of 60°F. For all bars, E = 29,000 kips/in.2, A = 4 in.2, and α = 6.5 × 10−6 (in./in.)/°F b) If bars AB and BD are fabricated 3/4 in . too long, compute the vertical displacement of "joint C" . Neglect all the applied loads.