I need the answer as soon as possible FIRST QUESTIONUsing the slope-deflection method, analyze thefollowing frame.d15KN2m3mb2m8 m24KNe

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Answered: Using the slope-deflection method,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods

Section: Chapter Questions

Problem 23P

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plz help ! Using the conjugate-beam method, determine the slope and the deflectionat at points B andD for the beam shown below, E = 200 GPa
For the beam shown, determine the deflection at D using the virtual work method. Please be clear with your answer. thank you.
Question 1 80KN 40kN C Aチ E 5m 5m 5m 5m 1.51 I a) Analyse the beam above using either the slope-deflection method or the moment distribution method. a) Draw the shear force and bending moment diagrams Activate Go to Se 国 28℃ 立
4 Use the virtual work method to determine the slope and deflection at point D of the beam (Quie 21 150KN B. D. 5m 5m 5m El constant E=70 GPa 1000 (10%) mm
Determine the deflection at point D using the following: (a) Double Integration Method (b) Area-Moment Method (c) Conjugate Beam Method
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
Use the moment-area method in 20 mins pls
Use the virtual work method to determine the horizontal and vertical components of the deflection at joint B of the truss shown 4000 mm? T 150 kN 3 m 4000 mm2 2600 mm2 B A 4000 mm2 225 k 3 m 3 m E = 70 GPa FIG. P7.5, P7.49 zuu 0097
Use virtual work method
ANYONE CAN HELP! Using the conjugate-beam method, determine the slope and the deflectionat at points B andD for the beam shown below, E = 200 GPa
Determine the deflection at point D using the following: A) Double-Integration Method B) Area-Moment Method C) Conjugate Beam Method
PROBLEM 1. For the beam shown use VIRTUAL WORK METHOD to determine the value rotation at A given that E = 200 GPa and I= 550x 10 mm4. CALCULATION of the %3D 25 KN 18 KN/m 30 KN-m F C. m 3m. am Im) Im

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Using the slope-deflection method, analyze the following frame. d 15KN 2m 3m b a 2m 8 m f 24KN e