Q3 Analyse the frame shown in figure below by slope deflection method and draw BMD and SFD.
Q: For the beam and loading shown, use the double-integration method to determine (a) the ed the…
A: To find maximum deflection and it's location
Q: For the cantilever steel beam [E = 180 GPa; | = 84 × 106 mm4], use the double-integration method to…
A: To find deflection at point A
Q: B L Answer: b) Vmax i mm c) ®A = i rad
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Q: Q3. Analyse the gable frame shown in FIG.3 by the slope deflection method. Draw the bending moment…
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Q: For the cantilever steel beam [E = 210 GPa; I = 147 x 106 mm4), use the double-integration method to…
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Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…
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Q: For the cantilever steel beam [E = 220 GPa; I = 126 × 106 mm4], use the double-integration method to…
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Q: A W kN L/2 RA = W /2 R3 = W /2 L X- Distance
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Q: Using double integration method, for the overhanging beam shown, (a) derive the equation of the…
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Q: 4kN 25KN/m C |D
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Q: A simply supported beam with P1=60 kN, P2=53 kN and w-25 kN/m has the loadings shown. If the value…
A: As per company's guidelines We can only answer first question Kindly post other question as…
Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…
A:
Q: For the cantilever steel beam [E = 210 GPa; I = 145 x 106 mm4), use the double-integration method to…
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Q: For the cantilever steel beam [E = 220 GPa; / = 142 × 106 mm4], use the double-integration method to…
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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
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Q: For the beam and loading shown, us (a) the slope of the beam at C (positi (b) the deflection of the…
A: Given:- LAB=260 mmLBC=170 mmLCD=130 mmLDE=310 mmMB=360 N-mP=1300 NEI=440×106 N-mm2
Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
A: Given data in question Simply supported beam Length Point load Elasticity modulus Moment of…
Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
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Q: Analyse the frame shown in figure below by slope deflection method and draw BMD and SFD. X kN/m…
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Q: Q 3. Analyse the frame shown in figure below by slope deflection method and draw BMD and SFD. 156…
A: GIVEN DATA This is a symmetrical frame and unsymmetrically loaded, thus it is an unsymmetrical…
Q: Use Virtual VWork Method to solve for the vertical deflection at D in mm of the beam shown below.…
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Q: For cantilever shown below: (BY DOUBLE INTEGRATION METHOD) W₁ kip/ ft W₂ kip/ft 6 ft 2 ft 3 ft H B
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Q: By using the Unit Dummy Load Method (UDLM), find the horizontal deflection at point C. El is…
A: Given data, E = 200 Gpa I = 235×106 mm4
Q: beam and loading shown, use the double-integration method to determine (a) the equation of the…
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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
A: To find maximum deflection and it's location
Q: An overhanging beam is loaded as shown below. Calculate the deflections under the two loads 80kN and…
A: GIVEN DATA:-⇒Overhanging beam (single side) of span = 12 m⇒Loads = point loads:-(1) 80 KN(2) 120…
Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
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Q: For the cantilever steel beam [E = 210 GPa; I = 102 × 106 mm*), use the double-integration method to…
A: The Length of beam, L=2.1mThe concentrated load, P=43KNThe uniform distributed load, w=36KNmModulus…
Q: Determine the slope at A and deflection at C in the beam shown below: Take the last two digits of…
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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
A: Given data: w=7kn/m L=3 m E=215 GPa I=120*10^6 mm^4 It is asked to determine, 1. The equation of…
Q: For a smple supported beam shown below EI P 2E1 P EL B 2L L. (1) Use the method of moment-area to…
A: Using moment area method
Q: Using double integration method, for the overhanging beam shown, (a) derive the equation of the…
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Q: The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa;/=…
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Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…
A: From the given question it is required to determine the slope of the beam at B and the deflection of…
Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…
A: E = 200 GPa = 2 × 105 N/mm2 I = 370 × 106 Lets solve above problem using Macaulay Method (dobule…
Q: Situation 1: Given the beam loaded as shown: 25 kN/m D. B C -3 m+ -10 m- 4 im- El = constant E-200…
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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
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Q: 1. The simply supported beam shown below consists of section with I = 274x10° mm“. Determine the…
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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
A: Using elastic curve equation
Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…
A: Answer We can determine the deflection at point c using the deflection equation obtained from Double…
Q: For the cantilever steel beam [E = 190 GPa; I = 113 x 10 mm4), use the double-integration method to…
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Q: Q2) For the beam and loading shown, Determine: KN/m 4KN.m (a) the equation of the elastic curve (b)…
A: The slope and deflection equation of the beam is also known as the equation of the elastic curve of…
Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
A: Given Dataw=7kN/mL=4.5mE=185 GpaI=135×106mm4
Q: For the cantilever steel beam [E = 220 GPa; I= 102 x 106 mm4], use the double-integration method to…
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Q: 50 kN w = 20kN/m C A 4m B 4m
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Q: Using Double Integration Method determine the following: Reaction at propped support and Wall…
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Q: For the cantilever steel beam [E = 190 GPa; I = 128 x 106 mm ), use the double-integration method to…
A: To find deflection at A
Q: 64 kN 120 kN/m PROBLEM 9.135 dp I For the beam and loading shown, determine (a) the slope at point…
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- >10KN 4m A 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPa and 500sqmm cross sectional area for the members.: Use double integration method to find the deflection at the pin C and the slope at roller support D for beam shown in Fig. 1. (constant EI) 60KN www 3m B 3m C 3m DFind the value of midspan deflection for the beams shown? 900N/m 400N 600N.m A IS Im 2m Im 2m Im 3 Ans/ S= 83.3 №. m² EI 3m Ans/5=2940 N.m² EI
- DET. THE VALUE OF P THAT WILL CAUSE DEFLECTION OF THE 150X220 mm BEAM EQUAL TO 32mm (AT POINT C) WITH THIS VAIUE OF P , WHAT IS THE DEFLECTION AT POINT B USE E=656PaASAPDET. THE VALUE OF P THAT WILL CAUSE DEFLECTION OF THE 150X220 mm BEAM EQUAL TO 32mm (AT POINT C) WITH THIS VAIUE OF P , WHAT IS THE DEFLECTION AT POINT B USE E=65 GPa
- 5: Find the deflection at b, c and d for the loaded beam shown in the figure below by using finite difference (EI constant) dx" 9 ΕΙ a 1 1 L/4 2q b L/4 A с L/4 q d L/4 e HTTTTIn this non-prismatic beamWhen E=60GPa and I= 260x10^6 mm^4By using the AREA MOMENT METHOD find the ff. a) Location and magnitude of maximum deflection b) Rotation at right support in degrees c) Rotation at left support in degrees(PLEASE SHOW COMPLETE SOLUTION)B >10KN 4m А, 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPA and 500sqmm cross sectional area for the members
- Q3/ For the beam show in fig. Determine the vertical deflection at point D, using virtual work method If I = 300*10^6 mm4 * and E= 200 GPa 150 kN A B D I 21 С I to -3m- -3m -3m -3mDetermine the slope and deflection at point B of the beam shown below by the moment- area method. 90 kN 5 m El = constant E = 200 GPa I = 800 (106) mm4 %3D %3D%3D Determine the deflection at point B given the cross-section of the beam and assuming E = 200 GPa. 200 mm 20 mm 8 KN 4kN/m A D 200 mm B 30 mm 20 mm 1m 1m 2 m 2 m