Q2- Determine the reactions and draw the shear and bending moment diagrams for the following beam using theslope deflection method.40 kA1/B10 ft10 ft++2120 ft1.5 k/ft40 kDRITIEFG211/20 ft10 ft10 ft++

Step 1:To determine the reactions and draw the shear and bending moment diagrams using the slope…

Answered: Q2- Determine the reactions and draw…

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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Use Moment Distribution to determine all final member-end-moments for the continuous beams given below... With these moments and statics, find member-end-shears and all reactions. Draw shear and moment diagrams. Note the different I values for the 3rd problem. 13 kips 100' 19 kips 12 kips 0.42 kips/ft D 14 kips E F B 100' 110' 120' 80' * *
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SET 2: Using the first method in finding deflection wherein you will draw the real shear and moment diagram.1. In the conjugate beam, what is the moment at midspan in Kn.m3?2. What is the deflection at midspan if EI is constant?3. What is the deflection in mm at midspan if E = 163 000 MPa and I = 7.20 x 109 mm4?
Q.2) (a) Find the support reactions of the beam shown below. (b) Write shear-force and bending moment equations of the beam as a function of distant 'x' from the left-end A of the beam. 11 kips/ft 9 kips/ft 5 kips/ft A В C |D E 6 ft 6 ft 6 ft 6 ft
Q3- Determine the reactions and draw the shear force and bending moment diagrams for the following frame using slope deflection method. EI= constant E = 200 GPa I=400 × 106 mm 4 B 75 kN C 25 kN/m A 9m D 3 m 3m
(b) A portal frame ABCD is fixed at A and hinged at D. Draw the bending moment diagram due to a point load of 9 kN as shown in figure below by moment distribution method. Calculate the reactions and sketch the deflected shape of the frame. 9 KN | 1.5 I C H- 2 m- 1 m I 2 m 4 m 21 A
PROBLEM For the beams loaded as shown, do the following: 1. Determine the support reactions 2. Draw the shear diagram by the Area Method. Show detailed computation. 3. Determine the maximum values of shear and moment 4. Compute the maximum deflection by the Double Integration Method. Show solution. 5. Compute the deflection at the midspan of the beam by the Double Integration Method.
Situation 48 Use Moment Distribution Method to solve for the following unknowns for the beam shown in the figure below. Assume El is constant. a. Compute for the of the bending moment at support A in kN-m, MA. b. Compute for the of the bending moment at support C in kN-m, Mc. 4 m 15 kN/m 3 m 27 kN/m
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the slope-deflection method.
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Use moment area method.
Q.1) (a) Calculate the support reactions of the loaded beam shown below. (b) Write shear-force and bending moment equations of the beam as a function of distant 'x' from the left-end of the beam for a beam section under the triangular distributed loading. (c) Sketch the shear-force and bending moment diagrams for the beam using the Graphical method. Label the values of shear-force and bending- moment at all key points. 200 N 300 N-m 50N/m 600 N-m 100 Nhm Q 2m

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Q2- Determine the reactions and draw the shear and bending moment diagrams for the following beam using the slope deflection method. 40 k A 1/ B 10 ft 10 ft + + 21 20 ft 1.5 k/ft 40 k DRITI E F G 21 1/ 20 ft 10 ft 10 ft + +