ByusingAreaMomentMethod, Determinethedeflection 3mtotheleftofrollersupport.30 kN/m55 kNBA9 m+3m-El = constantE = 200 GPaI = 830 x 106 mm(a) Real Beam

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Answered: ByusingAreaMomentMethod,…

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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Refer to the beam shown. 75 kN/m A 2m For the beam shown, what is the value of BBA in terms of El Select the correct response: 5490 kN.m²/El 5220 kN m²/El 1977 kN.m²/El 4m 2860 kN m²/El 90 kN.m 0 60 kNum www Bm D
The cantilever beam shown with uniform cross- 2 section having flexural rigidity El= 24.0 MN.m¯, L= 8.2 m under distributed load shown, What is the maximum deflection of the beam? 2.0 kN/m A 5.50 m 2.70 m Select one: O -11.283 mm O -27.488 mm O -14.40 mm O -31.325 mm -5.720 mm O -24.705 mm
A 350 mm x 500 mm rectangular beam carries a uniform dead load of 4.5 kN/m (including its own weight) and uniform live load of 3 kN/m. If a concentrated live load P 150 kN was added as shown in the figure, a) calculate the tension steel area required to support the loading. b) determine how many 20 mm diameter rebar was needed. c) draw the cross-section of the reinforced rectangular beam.
Choose the correct answer in choices with solution. Thank you very much I need it asap after 5minutes thank you so much mwa
FE.Question 4
please answer Deflection at A
Use Virtual Work Method to solve for the vertical deflection at D in mm of the beam shown below. Put (-) negative sign if the deflection is downward. 30 kN/m 15 kN-m AC - 1.8 m 2.4 m 3.2 m 7.4 m For AB and BC use (bxh) 200 mm x 300 mm For CD use (bxh) 200 mm x 200 mm E= 20 GPa
Solve Sample Problem 5 using C250x45
Using the virtual work method, determine the ff: (a) Vertical deflection at point D (b) Slope at the pin A 150 kN 15 kN/m B -5 m- -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mm4 D
2. USE CONJUGATE BEAM METHOD. For the beam shown, determine the following: a. Slope at point A in degrees. b. Slope at point B in degrees. c. Maximum Deflection. Use EI - 165,000KN-m 30 kN 15 kN/m B C 10 m 4 m
Calculate the deflection at C in terms of El. Express your answer in two decimal places and do not indicate sign convention. A 15 kN 2 m B 15 KN 2 m B 25 KN 2 m 25 KN 2 m C 3 m 3 m 35 kN 35 KN 5m 5 m 45 KN 45 KN E 2m 2m F F
4. Byusing Conjugate BeamMethod, Determinethedeflection 3mtotheleft of rollersupport. 55 kN 30 kN/m +3 m- 9 m El = constant %3D E = 200 GPa I = 830 x 106 mm4 (a) Real Beam

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ByusingAreaMomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN B A 9 m +3m- El = constant E = 200 GPa I = 830 x 106 mm (a) Real Beam