Q2. Calculate the deflection at point D for the following static beam structure using the Unit Load and Moment Area method P = a kN D q = a +b в El b/4 m b/2 m b Where: a = 3 E = 210 x 106 b= 2a I= 8360 x 10-8 %3D

Q2. Calculate the deflection at point D for the following static beam structure using the Unit Load and Moment Area method P = a kN D q = a +b в El b/4 m b/2 m b Where: a = 3 E = 210 x 106 b= 2a I= 8360 x 10-8 %3D

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 slope and deflection at point B of the beam shown by doubu and anca moment method 10…

Q: P2 KN P1 KN A D 2m 5m 3m

Q: The beam is analyzed using Slope Deflection Method 1.What is the EI teta C? 2.What is the reaction…

A: Solution

Q: QUESTION I - TRUSS For the truss shown below, determine the horizontal deflection of joint B by…

Q: (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure…

A: Finding deflection at point B : considering beam with uniformly distributed load with help of double…

Q: PROBLEM 1: Determine the deflection at point C. EI is constant. A L 3 21 B E = constant 21 3 P C

A: Given A non prismatic beam Required Deflection at C using virtual work method

Q: Determine the vertical deflection at the free 50 KN/m end and the slope at the left support of the…

Q: Calculate the deflection at point C by using Unit Load Method for the beam below

A: NOTE : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: 2. A simply supported beam carries a uniformly distributed load as shown below, determine the…

Q: Calculate the slope and deflection at the free end of the cantilever beam shown figure using Method…

Q: 2. Determine the slope and deflection at point B of the beam shown by double integration method.…

A: NOTE - We’ll answer the first question since the exact one wasn’t specified. Please submit a new…

Q: IV- Double Integration Method 4. Determine the slope and deflection at B and the maximum deflection…

Q: Determine the slope at B and the deflection at C by the moment-area method for the beam shown below.…

A: ∑MA=0 - VB x 12 + 6 = 0 VB = 0.5 k ∑V=0 VA + VB = 0 VA = - 0.5 k Bending moment at A = 0 Bending…

Q: Calculate the absolute deflection at point (c) for the truss showing in figure below by using unit…

A: The beam is a horizontal member of the building or structure. It can use to transfer the load from…

Q: 0. For the truss shown below, determine the vertical deflection at point B (AB) and the horizontal…

Q: Using the Moment Area method, determine the deflection at the right side of t the cantilever beam

A: Given Data: Point Load=60000lb UDL=200 lb/ft It is asked to find the deflection at the right side…

Q: PROBLEM 1(USING CONJUGATE BEAM METHOD) DETERMINE THE DEFLECTION AT POINTSB AND D 2.5 k/ft Hinge 35 k…

Q: For the truss shown, by any 40 KN В 3 m D method, determine the vertical deflection at C in 4m mm.…

Q: Q.3 Determine the slopes at A and B for the beam shown below. Also, determine the deflection at C by…

A: Moment-area theorem-1: This theorem is used to calculate the slope of the beam at any point. The…

Q: Problem 3: Determine the slope and deflection of the beam at point B using Castigliano's Second…

A: Let,RA=vertical reaction at support A in upward directionHA=horizontal reaction at support…

Q: For the figure shown below, find the deflection at the point (B) and (C)? |= Constant. 100 kN A 2m D

A: Given, P = 100 kN

Q: constant

Q: For Beam AB (EI Constant), use the Unit Load Method to Determine: 1. The Deflection at C 2. The…

Q: (3) M, = 1 kN-m L/2 /- L/2

Q: For the simply supported steelbeam (E determine the deflection at 8. Assume L. 200 GPa/ 3.1 m, P 129…

A: ###Determination of deflection at B using Double integration method ###

Q: In the propped beam shown, Solve for the following a. wall moment b. maximum deflection note : use…

Q: Determine the vertical deflection at point D for the truss shown below using Castigliano's theorem,…

Q: 2. Determine the slope and deflection at point B of the beam shown by double integration method. -6…

A: Given data E = 10,000 ksi I = 800 in4 Find slope and deflection at point B using double…

Q: Solve all support reactions in the given beam using double integration method. Also, determine the…

Q: Problem 3 For the given beam with constant El, answer the questions using Conjugate Beam Method: 108…

Q: 2 From the beam shown below, find the slope and deflection of points B and C. Use Moment-Area…

A: The beam is simply supported on both the ends. The beam is loaded with, Point load at B = 30KN…

Q: التاريخ: 1.5 KN A C A 2 2 S с Find the deflection at B by الموضوع:. токи Double integration method

A: EI = constant = KNm2

Q: From the figure below determine the deflection at the overhanging section. a. Using Double…

Q: 0.7m 530N/m 1.3m 0.7m

A: Given E= 15 Gpa I= 50 × 106 mm4

Q: 10 kN |A В 3 m 3 m Use the conjugate beam method to Determine the deflection at -point B a. 1.5 O b.…

Q: Determine the value of vertical deflection at C (mm). The EI value of the cantilever ABC varies…

A: The Truss is taken as a separate entity and Beam is taken as a separate entity.

Q: Problem 16.1. Determine the slop at point C and the deflection at point D of the beam shown below.…

Q: Three Moment Equation, Determine the deflection at the freeend

Q: 1. Assume El to be constant, E=200 GPa, l=500 x 10^6 mm^4. * 12 kN 12 kN 12 kN 2 kN/m |B 2m 2m 2m

Q: Problem 3 For the beam shown in the figure, a) Derive the equation of the elastic curve. b) Compute…

Q: A 2 k/ft -30 ft- El = constant E = 29,000 ksi I = 3,000 in.4 B

Q: 3. Determine the maximum deflection of the beam loaded as shown. Let Mo = 75 kN.m and L = 3 m. El is…

Q: 18000 N 1.2m 12000 N/m 0.75m -1.2m

A: Solution:

Q: 2. Using the conjugate beam method, determine the rotation at A, the rotations(s) at B, and the…

A: Conjugate beam method The conjugate-beam method is an engineering technique for determining a beam's…

Q: IV- Double Integration Method 4. Determine the slope and deflection at B and the maximum deflection…

A: Given data: Simply supported beam with loading condition and It is asked to determine slope and…

Q: 2. A simply supported beam of length L is carrying a concentrated load P at midspan. Detormine the…

A: The given figure is shown below:

Q: 2. A beam is subjected to the following loading. Solve for the deflection at A and C. 20 kN 15 kN/m…

Q: Determine the maximum deflection of the beam loaded as shown. Let Mo = 75 KN.m dL = 3 m. El is…

A: ##Calculation of Maximum Deflection ###

Q: 3. The beam loaded as shown has the following properties: E = 80 GPa and I 60 x 10° mm. Assume that…

A: Consider the free body diagram as; (a & b). Calculate Reactions ; RA+RC=1.5×1RA+RC=1.5…

Question

100%

Q2. Calculate the deflection at point D for the following static beam structure using the Unit Load and Moment Area
method
P = a
kN
D
q = a +b
B
EI
b/4 m
b/2
m
b
Where:
E3D 210 х 106
I= 8360 x 10-8
a = 3
b = 2a
3
b
b
A = (2/3)
A = (1/3)

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: finding the M for different sections of beam. due to external loads

VIEW

Step 2: m due to unit load and deflection at D

VIEW

Step 3: Deflection due to moment area method.

VIEW

Step by step

Solved in 3 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

Analyze the loaded beam as shown. Be guided as follows: Solve for the reactions at supports Draw Shear and Moment Diagrams Compute for deflection at A (AA) and slope at C (0c) using Conjugate Beam Method a. b. С. 50 kN 90 kN D A C 6 m 9 m 9 m El = constant E = 70 GPa %3D I = 95 (106) mm4
Find the value of the following for the beam shown. EI is constant. A. Slope θA B.. Deflection ΔD C. Location of maximum deflection between supports. xm value measured from point A. D. Maximum deflection between supports
Question Two The beam ABC in Fig Q2 is supported on pin and roller supports at points A and C respectively. Determine the slope and deflection at point B of the beam shown by the 1. direct integration method 2. Moment-area method Take E = 70 GPa and I = 335x106 mm4. -2 m- B - 4 m Figure Q2 C 80 kN-m
3. Determine the deflection at point C for the beam shown by the virtual work method. 3 kN/m A D C 5 m 10 m 5 m I 21 I E = constant = 250 GPa I = 600(106) mm4
1. Determine the beam For the beams and loading shown below, EI is constant deflection at point C. 12 KN 10 kN/m A IC 2 m. 5 m 3. m
Rod AB is made of steel (E = 29x106 psi), and rod BC is made of aluminum (E = 10.4x106 psi). If force Q = 10 kips, R =5 kips and P = 5 kips, find the deflections of points B and D. %3D 24 in 10 in- 10 in A B C R D 1 in diameter 3 in diameter
For the beam shown, EI = Constant. Determine the following: A. Slope at B B. Deflection at C C. Location of the maximum deflection D. maximum deflection
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of El = 125000 kip-ft² for the beam; wo = 3.0 kips/ft, LAB = 8 ft. LBc = 4 ft. wo LBC LAB Answer: (a) 0g = 0.00869 (b) VA = rad in. C
Find the value of deflection at 4 feet right from left support in beam shown in Figure 4 using Area momentmethod. EI is constant
Determine the smallest moment of inertia I required for the beam shown so that its maximum deflection does not exceed the limit of 1/360 of the span length (L/360). Let E=200 GPa. Use Conjugate beam method. A. 6355 (10^6) mm^4B. 6552 (10^6) mm^4C. 5625 (10^6) mm^4D. 5256 (10^6) mm^4
Determine the slope and deflection at point b of the beam shoun by double integration and area moment method 10 kN/m 50 kN m A 4 m EI = Constant E = 70 GPa I= 64X 10 mm4
Determine the deflection (mm) at point B of the beam shown below. 250 kN D A 6 m -3 m- -3 m- El = constant E = 200 GPa I = 462 (106) mm4