Solve using moment area method P7.9. Compute the slopes at A and C and the deflectionat B for the beam in Figure P7.9.A10 KNB80 kNmC10 KNP7.9D|4m——4m—— 4m4nE

Given Data EI = constant Determine a. Slope at A and C. b. Deflection at B. Using Moment Area…

Answered: Solve using moment area method

Engineering

Civil Engineering

Solve using moment area method

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: 300 N/m 2.7 kN • m + 3 m -- 3 m--3 m-3 m-

A: Let,RA=vertical reaction at hinge supportRB=vertical reaction at roller supportsince, there is no…

Q: Using Moment Area Method, determine the tangential deviation of point B with respect to point A?…

Q: 4. (a)Find the slope and deflection at A in the Figure. (b) Determine the location and the magnitude…

Q: Draw the shear and moments diagrams of the beam shown below using slope-deflection method. 100 kN…

A: Draw the shear and moments diagrams of the beam shown below using slope-deflection method.

Q: Determine the slope at the end C (0c) of the beam. shown in Fig. 1. Use the conjugate-beam method.…

Q: need quickest solution , Don't hold for long time it would be useless,And must include free body…

A: Determine the moment about point-A and point-B.

Q: USE

Q: 3. Determine the vertical deflection and rotation at C. Using Virtual method. El-constant P kips C B…

Q: te the vertical and horizontal deflection at point B using virtual work method. Show COMPLETE…

A: Given :

Q: A. Solve using Area Moment Method. Find the magnitude of the slope at the hinge support and the…

Q: solve all support reactions using area moment method; solve all support reactions using Double…

A: Given:Required:Support reaction, shear force diagram and bending moment diagram

Q: USE SLOPE DEFLECTIO METHOD. From the indeterminate frame shown, find the moment at C acting in…

A: There is a lateral (horizontal) load of 60 KN and also a lateral support at E , which is unyielding…

Q: 300 N/m 2.7 kN • m +3 m -- 3 m-+ 3 m--3 m-

A: Elastic curve equation: The equation of the elastic curve is determined by differentiating the…

Q: 20 kN/m 60 kN A E B D + -8 m- -8 m El = constant %3D E = 70 GPa 1= 800 (106) mm4

Q: 250kN 180KN B C 4m 4m 2m 4m 21

Q: The 10-kg block A rests on the 50-kg plate B in the position shown. Neglecting the mass of the rope…

Q: 75° 80° W=15 kN

Q: Determine the End Moments of the Beam Shown. Use the Three Moment Equation. Properties are provided.…

Q: Analyze the given beam using moment distribution method

Q: 60 kN B- -10 m- - 5 m

Q: USE SLOPE DEFLECTION METHOD. From the indeterminate beam shown, find the fixed end moment at D,…

A: The moments developed in beams with both ends fixed is called Fixed End Moment.

Q: USE SLOPE DEFLECTIO METHOD. From the indeterminate frame shown, find the moment at C acting in M…

A: Given A frame Required MCE

Q: Figure B 0 I A B HA FC 1 of 3

Q: Determine the maximum deflection in region AB of the overhang beam. E = 29 x 103 ksi and | = 204…

A: We have to determine the maximum deflection in region AB of the overhang beam according to the given…

Q: Draw the moment diagram. Assume joint B and C are a roller. By using slope deflection method. El is…

A: The First Step is to Find out the Fixed end Moments…

Q: Find the vertical deflection @ JOINT H by using the method of Virtual Work. Note: E is the…

Q: For the simply supported beam below, determine the slopes at points A and C as well as the…

Q: Determine the deflection and slope at point A. (use pt.B as ref. pt.). El=constant a. Using…

Q: 100KN 80ト~ 4m 3m Eエ A

A: Slope deflection method: The slope deflection method is used in structural analysis to find the…

Q: Solve the slope at the supports 73 (kN/m) 365 (kN) 4m 1m 1m ma Solve Using Area Moment Method

A: Given: Concentrated load = 365 kN UDL = 73 kN/m

Q: Use area moment method in this problem and find the vertical reaction at C and A in kN and moment…

A: Given Data E = 80 GPa = 80 × 103 N/mm2 Beam size = 150 mm × 200 mm Determine a. Vertical…

Question

Solve using moment area method

P7.9. Compute the slopes at A and C and the deflection
at B for the beam in Figure P7.9.
A
10 KN
B
80 kNm
C
10 KN
P7.9
D
|4m——4m—— 4m4n
E

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 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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Method of Virtual Works for Trusses
b. Determine the deflection at point C. Use E = 200Gpa and couple moment at C as 500 N.m. В C 500 LAB = 8(10°) mm4 IBc= 4(10°) mm“| 4 m 3 m- Please use virtual work method
80KN 40KN D 入千 B. 5m 5m 5m 5m 1.51 a. Determine the member-end-moments and the support reactions the three-moment equation method. b. Draw the shear force and bending moment diagrams. c. Draw the deflected shape of continuous beam shown below. P. CS Scanned with CamScanner 9.
A. ) Determine Shear force and Bending Moment Diagrams with line loading, w = 5 k/ft (E= 30,000 ksi, I = 301 in4and A=7.68 in2). Assume the self weight is 26 plf.B.) Determine the rotation at support “A” and the deflection at 4 ft from support “A” by using Virtual Work Method and verify the results from the equations of the front pages of the text book.
Determine the deflection at point C using moment area method. EI=constant, w=30 kN/m a=3m and L = 5m
SOLVE FOR THE FOLLOWING USING AREA MOMENT METHOD
3. The magnitude of the force P applied is necessary to cause impending motion of the 40- block up the slope in the figure below. The coefficient of static friction of all contact surfaces 0.10. (a) (a) Draw the FBD of the block. Show all the necessary angles of inclined forces. ( Draw the triangle that will solve for the force exerted by the bar on the block at B. Indicate a the angles in the triangle. (Note: there is nothing to solve, you will only draw what is being aske in (a) and (b). 40 lb B 30 P. 5' 2' 3'
A continuous beam ABC has fixed supports. Constant value of El and using slope deflection method. What is the moment MAB in KN-m? 2 decimal places
Determine the deflection at point B (using moment area method) P = 971 N, M = 398 N-m, a = 2 m, b = 3 m, c = 3 m, I a 00 b P
structural analysis theory of indeterminate beam. using Slope-Deflection Method 2) Using SDM, analyze the continuous beam below and draw the shear and moment diagrams. 4m 10 kN/m 10 kN/m 15KN/m 30 kN/m In 2 =0.8 I I3 = 0.8 I1 D A B 8m 8m 6m 2m Note: There are no SDE's for cantilever ends.
solve for the formulas of the maximum slope, maximum deflection, and their respective location, for the beams
Using moment area method.