Use 3 decimal places in your solution Analyze the cantilever beam shown:60 kN.m.5 kN/mBA1 m2 m3 m(a) Determine the deflection at the free end, ifEl = 2000 kN.m²(b) Determine the deflection at 3 meters from thefixed support along the beam, if El 2000kN.m².

Step 1: Step 2: Step 3: Step 4:

Answered: Analyze the cantilever beam shown: 60…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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For the loaded beam shown, using moment - area method. a. Determine the value of El6 at mid span and under the concentrated load t b. Determine the deflection at mid span and under the concentrated load Use = 200 GPa and l=65.0x106 mmª. %3D 24 kN 18 kN/m B |-1.5 m→-1.5 m–- - 3 m
number 24
Problem 2 Analyze the cantilever beam shown: 5 kN/m ... 60 kN.m. В A 1 m 2 m 3 m Question 6 Determine the deflection at the free end, if El = 2000 kN.m? Ans.: Blank 1 mm Question 7 Determine the deflection at 3 meters from the fixed support along the beam, if El = 2000 kN.m2 Ans.: Blank 1 mm B
PROB 4) Determine the deflection at point C of the beam shown in Figure. E = 200GPa, I = 50(106)mm¹. 24 kN -8 m B 72 kN 6 kN/m -8 m
Solve an indeterminate beam using Area-Moment Method beam. Use El 1000 KN-m². I w = 3 kN/m TIT 10 meters determine the maximum deflection in the P= 2 KN 3 meters
2. The beam shown in the figure carnes a triangular lood which varies from 12 kym at A to O at. B and a Concentrated load of 20KN at C El is constant. a) Determine the slope at A b) Determine the slope at B c) Determine the maximum deflection. 12 KN A Com B + 2m 20KN
Problem VII. A simply supported beam of length 7 m. has a concentrated couple of 10 kN m applied clockwise at the left end. Using E= 200000MPa, I= 60 x 106 mm4 23. Find the location of maximum deflection from the applied load. a. 2.759 mm d. 2.655 mm b. 2.959 mm c. 2.395mm deflection of the beam? C 24 What is the maximum a. 2.59 mm b. 2.62 mm c. 2.54 mm d. 2.60 mm B 3. Determine the angle of rotation at the point of application of the couple in degree. b. 0.0012 a. 0.0019 c. 0.19 d. 0.11
No. 2. Using the area moment method, determine the maximum deflection at H and the deflection at A. Assume El = 8 x 10¹ kN-m². 6 kN/m X H B 4 m 2 m
3. Use the area-moment method to determine the slopes at end A and the deflections at points B of the beam shown below.
Moment-Area Method 1. Compute the value of the following for the beam shown: (El is constant.) a. Slope A b. Slope Oc 10 KN .0.50 kN/m IMI B C 1.5 m 1.5 m1m C. Deflection Ac d. Deflection AE e. Maximum deflection between support A 1.5 m- D 10 KN E
From the given beam loaded has shown; Determine the deflection at point D in mm. Using Moment Area Method. Let P =37 kN. EI = 14220kNm2 | 2P D B A - 2P 3.0 m 1.5 m 1.5 m Moment diagram by Parts 3P -3P Deflection curve diagram
show area moment diagram

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Analyze the cantilever beam shown: 60 kN.m. 5 kN/m B A 1 m 2 m 3 m (a) Determine the deflection at the free end, if El = 2000 kN.m² (b) Determine the deflection at 3 meters from the fixed support along the beam, if El 2000 kN.m².