Use 3 Decimal places in your solutions By using Area Moment Method, Determine the deflection atthe midspan of the beamshown.A30 kN/m5 m-CB+2 mEl = constantE=200 GPaI=1460x10°mm

Step 1:Calculate the moment at section BC (M_BC):Given the distributed load w=30 kN/m and the length…

Answered: By using Area Moment Method, Determine…

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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%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
1. By using Conjugate Beam Method, Determine the deflection at the midspanof the beamshown. 30 kN/m 5m- El = constant E= 200 GPa I= 1460x10mm
Determine the equations for slope and deflection of the beams shown by the direct integrationmethod. EI =constant.
Use the conjugate-beam method to determine the slope and deflection at point B of the beams.
Using conjugate beam method for a beam in figure below, when EI is constant the deflection at point C is a) -78.33/EI downward c) 53.33/EI A 43m 30KN 3m b) 78.33/EI upward d) 12.5/EI, 2m 20KN УС C 4
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 -3m
Energy Methods 273 (Acv= 373 mm|) 8.5 and 8.6: Use the virtual work method to determine the horizontal deflection at point C of the frames shown. B 25 kN/m 5 m 5 m Figure P8.5 EI = constant E = 70 GPa, I = 1030 * 106 mm* (ACH= 81.3 mm ) 3 kN/m 20 kN В 10 m 10 m Figure P8.6 El = constant E = 200 GPa, I = 400 * 106 mm* (ACH= 0.182 mm →) ||
Determine the deflection at point C of the beam shown. E= 200 GPa, I= 250x10⁶ mm⁴. Use moment area method.
Using the conjugate beam method, determine the slope and deflection at point D ofthe beam shown.EI = Constant (E = 70 GPa & I = 2,340 x10^6 mm4)
Determine the slope and deflection at point B of the beam shown by the direct integration method.
Use the moment-area theorems to determine the rotations and the deflections of the beam. Prendre E = 200 GPa et I = 500 x 10° mm“. %3D 30 kN/m 15 kN.m 35 kN v? I v? 31 5 m 3 m
Determine the slope at B and the deflection at C by the moment-area method for the beam shown below. Take ? = 29000 ?/??^2and ? = 2500 ??^4.

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By using Area Moment Method, Determine the deflection atthe midspan of the beamshown. A 30 kN/m 5 m- C B + 2 m El = constant E=200 GPa I=1460x10°mm