Answered: USE SLOPE DEFLECTION METHOD. From the…

USE SLOPE DEFLECTION METHOD. From the indeterminate frame shown, find the slope at D, in KNm /EI. El is constant 100 KN 30 KN/m 5m 10 m B. 15 m 5 m 60 KN 5 m

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: Q1\ Use the conjugate beam method to find the slope at (L/3) and the maximum deflection for the beam…

Q: 6 k-ft A B – + 12 ft 6 ft

A: Given that....

Q: If point B settles by 2mm, determine the reaction of the beam shown. Assume El is constant with…

A: Using slope deflection method ###Determination of reactions at Supports ###

Q: Using either the Unit Load Method (Method of Virtual Work) or the Castigliano's Method/Principle,…

Q: Using Double integration - Bracket Functions, determine the slope and deflection at points B and D.…

A: Draw free body diagram shows reactions at A and C Calculate reactions at A and C by using…

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

Q: Using MOMENT-AREA Method for deflection analyze the beam below 25KN 10KN/m A El=120000KNM^2…

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: Determine the slope of the tangent line (in rad) at C and the deflection (in mm) at B using the…

Q: Calculate the slope at C using ONE of these methods: double integration method, area-moment and…

Q: III – Moment Area Method 3. Using the moment area method, determine the deflection yc at point C. EI…

A: Using moment area method find deflection at C.

Q: 8k 2 k/ft 20 k-ft 10ft 10 ft 15 ft

A: Given: Beam AD having hinged support at A and roller support at D Required : To calculate…

Q: Solve for the slopes, 0B and 0c and deflections AB and Ac of the beam as shown below if E = 29000…

A: E = 29,000ksi I = 4000 in4

Q: USE SLOPE DEFLECTION METHOD. From the indeterminate beam shown, find the moment at D, MD, in kNm. El…

Q: Using moment-area method, find the slope at point C of the simply supported beam, shown in the…

Q: Consider the beam and loading shown where P is 149 kN and E= 200 × 109 Pa. P 80 kN - m 80 kN - m C B…

Q: Write shear and moment equations for the entire beam. Draw the shear and moment diagram. Draw the…

A: Given data: E = 70 Gpa = 70 × 106 kN/m2 I = 630×106 mm4 = 630×10-6 m4 Find: Shear and moment…

Q: PLEASE USE THE Double integration, Conjugate, area moment and superposition method. FIND DEFLECTION…

Q: 35kN/m 180 kN 15 kN/m -5 m- -5 m- 4 m El = constant E = 70 GPa I = 2,340 (10°) mm %3D

A: Reactions in Real Beam: ∑V=0RA+RC=180+87.5+60=327.5∑MD=015×4×12+12×35×5×8.33+180×5-RC×10=0⇒RC=234.89…

Q: 90KN/m 75KN В 9m 21 5m 5m A 75KN 3m Analyze the FRAME using Slope Deflection Method Compute for the…

A: FIXED END MOMENTS: MAB=0MBA=0MBC=-90×9212=-607.5 KN-mMCB=+90×9212=+607.5 KN-mMCD=-75×5×3282=-52.73…

Q: Take P=175 kN and E=200 GPa Determine the sign and magnitude of deflection at point D using the…

A: For W 410×114, moment of inertia about x-axis is I = 462 × 106 mm4 E = 200GPa = 2 × 105 N/mm2…

Q: 35 kN/m -5m 1600 (10) mm E B 150 kN Hinge -2.5m-2.5 m- 1200 (10) mm E-constant-210 GPa D

Q: 60KN 12KN/m D 3m 1m 2m 6m

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: 5 kN/m B 4m 4m

A: This method gives slope difference and we need to know prior locations of known slope to get slopes…

Q: 1. Use moment-area method and determine the slope at A and C and displacement at B. E - 200 GPa, =…

A: Given Data - E = 200 GpaI = 70×106 mm4

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

Q: Use the Area moment method to cal culate the slope and deflection about point B. IOKN/m

A: Find deflection at c

Q: Using MOMENT-AREA Method for deflection analyze the beam below 25KN 10KN/m A El-120000KNM^2 B…

A: Given beam:

Q: 3. (a) Draw qualitatively the deflection curve based on the bending moment diagram. (b) Determine…

Q: PROBLEM # 1: Use the moment - area theorems to determine the slope and deflection at B. "El" is…

Q: 40 kN 20 kN/m 10 kN A В C D 4m 3m 1m EI = constant

Q: 50 kN-m -4 m El = constant E = 70 GPa | = 164 (106) mm

Q: Determine the deflection at point C. Use the following parameters: P = 40 kips, w = 3.7 kips/ft, E…

A: EI = 29000×122 kft2 × 2700124 ft4EI = 543750 k.ft2

Q: Using Method of Virtual work, determine the slope at point A. Use E = 200GP and I= 100x10 mm Use…

Q: Determine the deflection at point C using moment area method

Q: Q 8. Use moment area theorems to find the slope and deflection at end C. Take E = 200 GPa, I = 70x10…

A: Given: The value of E is 200 GPa. The value of I is 70 x 106 mm4. Consider the figure.

Q: Use the moment- area theorem 1 to determine the slope and deflection at B. "El" is constant. 500 lb…

Q: Calculate the slope at C using ONE of these methods: double integration method, area-moment and…

A: Given Data: The point load P is P=10 kN. The uniformly distributed load is w=2 kN/m. To Determine:…

Q: For the beam shown, calculate the slope of the tangent line (in rad) at B and the deflection (in mm)…

Q: Using Area Moment Method, Determine the Slope at A and Deflection at C. If EI = constant, I= 20x107…

A: The procedure of solving the problem First, we have to calculate the reaction force Second, We…

Q: Calculate the deflection at B using Area Moment Method. Answer in terms of El. P1 = 101 kN w = 37…

Q: 1.5 k/ft 30 k B - 6 ft 4 ft 5A El = constant E = 1,500 ksi I= 20,000 in. g Determine the location of…

Q: B 5m 5 m 5 m P.

Q: Use the Area moment method to cal culate the slope and deflection about point B.

A: Moment area method for slope: The slope difference between any two points is equal to the area of…

Q: Calculate the slope at C using ONE of these methods: double integration method, area-moment and…

Q: Using the slope-deflection method, draw the bending moment diagram. Determine the moment at A. B 3m…

Q: If point B settles by 2mm, determine the reaction of the beam shown. Assume El is constant with…

A: Given: A propped cantilever beam having support B settled by 2 mm Required : Support reactions

Q: Use Virtual Work Method to solve for the vertical deflection at Put (-) negative sign if the…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

USE SLOPE DEFLECTION METHOD. From the indeterminate frame shown, find the slope at D, in
KNm /EI. El is constant.
100 KN
B
30 KN/m
5 m
10 m
15 m
5 m
60 KN
5 m
C.
2ooin mad
33951
O 784 05
925 02

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 3

VIEW

Step by step

Solved in 3 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

1. Use conjugate beam method to determine the slopes and deflections at points B and C of the beam shown below. Use E=200 GPa & moment at Cas 500N.m. A В C 500 LAB = 8(10°) mm* IBC= 4(10°) mm* 4 m %3D 3 m
Calculate the vertical deflection of point B and the horizontal movement at D shown in the figure. Consider that all the elements of the truss are linearly elastic and have sectional areas of 1800mm2. Also consider an E of 200,000N/mm2. Add the calculation process of solving the problem step by step and complete the table accordingly. L F FB ∂FB / ∂PB FD ∂FD/∂PD AE - 2√2/3 PB -2/3 √2 EB EF AB BC CD BF FD FC
1. Determine the equations for slope and deflection of the beams shown by the direct integration method. EI = constant. a. b. 2. Determine the slope and deflection at point B of the beam shown using: a. Double-integration Method b. Moment-Area Method c. Conjugate Beam Method 30 kN/m 9m El- constant E - 200 GPa I - 1250x 10mm 3. Determine the location and magnitude of the maximum deflection of the beam shown using: a. Double-integration Method b. Moment-Area Method c. Conjugate Beam Method Page 1 of 2 Republic of the Philippines Bangsamoro Autonomous Region in Muslim Mindanao PHILIPPINE ENGINEERING AND AGRO-INDUSTRIAL COLLEGE, INC. كلية الهندسة والزراعة والصناعة الفلبينية PEACI Datu Gonsi St., Brgy. Lomidong, Marawi City, LDS 250 kN B C 6 m 3 m- El = constant E = 200 GPa I = 462 (10) mm
USE DOUBLE INTEGRATION METHOD. From the given determinate beam, which of the following provides the the maximum displacement in kNm/EI? El is constant. 200 N 450 N/m 2m 2m O Zoom image 2551.41
Calculate the slope and the deflection of the beam at A using the Conjugate Beam Method. Assume a constant El. answer: 8A = 1080/EI ΔΑ = -4860/ΕΙ w=30kN/m 6m B
Prob 01: Use method of virtual work and determine A. The displacement of point C of the beam made from steel. B. Slope at A of the beam made from steel. E = 29000 ksi, I 240 in* 12k 10 k B - 5 ft+S t- + Sft+5 ft-
Prob2. Use the virtual work method to determine the horizontal deflection at joint C of the frame shown. 3 kN/m 20 kN 10 m El = constant E= 200 GPa I= 400 (106) mm4 D 10 m
Q7 Use method of conjugate beam to determine the slope and deflection at the center of the beam given below. Take E = 200 GPa and I= 4000 cm*. 5 kN 8 kN A EI B 2EI C EI -3 m -- 4 m t2 m -
Determine the slope and deflection at C by the conjugate beam method. E = 200GPa and I = 500x106mm4. IABC = 21 while ICDE = I 20kN 40kN 15kN E A 2m 4m 13m 6m D STUT 1m
Compute the vertical and horizontal deflections of B by the virtual work method. GivenE=200GPa and I=108mm4 .
Determine the slope and deflection at point B of the beam shown below by the moment- area method. 90 kN A - 5 m El = constant E = 200 GPa I = 800 (106) mm %3D
Please solve these Deflections problems using A. Conjugate beam method B. Area - Moment Method C. Virtual Work Method 2. Determine the slope at point C of the beam in the figure. E = 200 GPa, I = 6(10°) mm*. Answer = 0.112 rad 20 kN В C D - 3 m---3 m A - ý m