Q3- Determine the reactions and draw the shear force andbending moment diagrams for the following frame usingslope deflection method.EI= constantE = 200 GPaI=400 × 106 mm 4B75 kNC25 kN/mA9mD3 m3m

Step 1: Step 2: Step 3: Step 4:

Answered: Q3- 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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10 ft 10 ft Problem # 1 B 8k ft 10 ft Use the Virtual Work as the displacement method. Determine the reactions at Deflection Curves of Actual, Primary and Structure with Redundant Cy. the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi Bkjt %3D and = 600 in^4. Note: Use Cy as the redundant reaction. Use Compatibility Equation: (+1) 0.15 = -Ac + GScc
SOLVE BY STRICTLY CONJUGATE BEAM METHOD
a)Calculate the support reaction at A in kN (1.d.p) b)Determine the position of the maximum deflection of the simply supported beam in m in terms of its flexural rigidity EI. Enter the position with refernce to the left-hand support. (1.d.p) Hint: The maximum deflection lies between B and C Note: Remember EIv"=M(x) c) Determine the maximum deflection of the simply supported beam in terms of its flexural rigidity EI. Hint: The maximum deflection lies between B and C Note: Remember EIv"=M(x) vmax= ?/EI(1.d.p)
please show all your solutions I NEED IT ASAP PLEASE
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(a) Using the slope-deflection equations, determine the end moments of members AB and BC of the beam shown below, (b) determine the reaction at B. EI is constant. 2 m 2 m 2 m A 30 kN 30 kN 30 KN 2 m B 3m A 3 m c 50 kN/m upward
Q2 Use the Slope-Deflection equations to determine values of unknown displacements (in terms of EI). Determine moments at A, B, C, D and H and draw the BMD for the frame. Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD. 25 kN 6 m 3 kN/m B ΕΙ A 3EI 3 m H 3 m ΕΙ D 3 m
Q3. A beam is subjected to the variable loading shown. Calculate the support reactions at A and B. w 2400 N/m | w = wo-kx³ 6m 1200 N/m 111x B
Answer subpart d to h
Q3: Determine the moments due to a settlement of 20 mm at support B. Use the slope-deflection method. B 8 m- I 800 (10) mm -8 m -8 m- E= 70 GPa
Please solve the problem in the picture, find all of the reactions and please show the shear, moment and Moment/EI diagrams. Thank you for your help!
For the beam structure shown below, both C and E are rollers, support A is pinned. El is constant within the structure. (1) Determine the degree of indeterminacy of the structure. (2) Choose appropriate redundant(s), then apply the Force Method to calculate reaction forces at all supports. (3) Draw shear and moment diagrams of the beam (4) Apply the Conjugate Beam Method to calculate the vertical deflection at point B. -12 ft- 30 k ↓ B H -12 ft- -12 ft- E = 29,000 ksi I = 1,500 in.4 30 k ↓ D -12 ft-

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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