Analyse the frame in Figure 1 using the Slope-Deflection Method. Draw the shear force, axial force andbending moment diagrams. Assume that the flexural rigidity is a multiple of EI and differs for each memberas shown in the figure.Write answers in the space provided belowworkings attached.and all☑80kN.M4mет5m, 2ETכם!3mEID2mEIFigure 130 kN/mV↓6m2EI4m,2EIEofShear Force diagram (V)Axial Force Diagram (N)Bending Moment Diagram (M)

First, we need to calculate the reactions at the supports. The total load on the frame is the…

Answered: Analyse the frame in Figure 1 using the…

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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2 – Determine the slope and deflection at point B using the direct integration method and draw the shear force and bending moment diagrams for the beams shown in Figure 2 and Figure 3 below (Problems 6.7 and 6.10 of Structural Analysis, 6th Edition, Aslam Kassimali). A A W L El = constant Figure 2 4m El = constant E = 70GPa I = 164 (106) mm² Figure 3 B 50 kN.m B
PLEASE DO IT RIGHT THIS IS MY 3RD TIME!!!
Calculate the value of the deflection at point B due to concentrated load P in the form Enter the numerator in the answer box below in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.
The rigid frame is subjected to the distributed load and point load as shown in the diagram. IAB = 500in4 IBC = 800in4 ICD = 500in4 E = 29,000ksi Using the method of virtual work for frames, determine the horizontal deflection at roller A.
please find out b and c
PROBLEM 3. (30 PTS.) Use either the Portal Method or the Cantilever Method to approximate all the members' shear, moment and axial forces. Present your answer in the format presented by the SMA (for shear, moment and axial) in the figure below. 0.6P 8 M A P 3 M G D A 5 M 8m A H E B 5 M 8m A 1 F с 4m 4m P= 135kN
For the simply supported steel beam (E=200 GPa ; 1= 129 x 106 mm4) shown in the figure, determine the deflection at B. Assume L = 4m, P = 60 KN, and w = 40KN/m. -8.27 mm O-10.11 mm O-6.30 mm 4/2 O -7.29 mm B W L/27 C
Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as shown. The areas in mm2 are shown in parenthesis. E = 200 GPa for all members. В 200 KN (5000) (5000) (5000) D A. -(3500) Е (3500) 3 m 3 m (000s) (00SE)
Example 6 Use virtual work find to the deflection under the load and at the tip of the uniform cantilever shown below given that / = 1500x10 mm, and E= 15 kN/mm². a 4m b 25 KN 4 2m

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