Determine the bending moment diagram of the frame shown in Figure 4 using the Moment DistributionMethod.Support A settles by 30 mm and differential temperature is acting on the member CD. Consider E = 200 GPa, / =6.75 x 10³ mm4 for all members and coefficient of thermal expansion, a = 10-5/°C.a) Determine fixed end moments.b) Determine end moments.c) Draw bending moment diagram.40 kNB4 mSA= 30 mm5 mFigure 4wwwwwwwwwC+20°C -6°C300 mm

The modulus of elasticity is,the moment of inertia is,settlement of A = 30 mmThe coefficient of…

Determine the bending moment diagram of the frame shown in Figure 4 using the Moment Distribution Method. Support A settles by 30 mm and differential temperature is acting on the member CD. Consider E = 200 GPa, /= 6.75 x 10³ mm² for all members and coefficient of thermal expansion, a = 10-5/°C. a) Determine fixed end moments. b) Determine end moments. c) Draw bending moment diagram. 40 kN 4 m SA = 30 mm B 5 m Figure 4 C 00 wwwwwwwww +20°C -6°C 300 mm

Determine the bending moment diagram of the frame shown in Figure 4 using the Moment Distribution Method. Support A settles by 30 mm and differential temperature is acting on the member CD. Consider E = 200 GPa, /= 6.75 x 10³ mm² for all members and coefficient of thermal expansion, a = 10-5/°C. a) Determine fixed end moments. b) Determine end moments. c) Draw bending moment diagram. 40 kN 4 m SA = 30 mm B 5 m Figure 4 C 00 wwwwwwwww +20°C -6°C 300 mm

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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