2. For the beam loaded as shown, (a) draw completely the shear and moment diagrams conventionally (b) locate the point of maximum deflection and (c) compute the deflection at 2.10 m from the extreme left. The modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is 709 (106) mm².
2. For the beam loaded as shown, (a) draw completely the shear and moment diagrams conventionally (b) locate the point of maximum deflection and (c) compute the deflection at 2.10 m from the extreme left. The modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is 709 (106) mm².
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![2. For the beam loaded as shown,
(a) draw completely the shear and moment diagrams conventionally
(b) locate the point of maximum deflection and
(c) compute the deflection at 2.10 m from the extreme left.
The modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is
709 (106) mm¹.
73 KN/m
0.9 m
1.2 m
9 KN
30.02 KN m
1.8 m
9 KN
17.50 KN/m
1.2 m
7.3 KN/m
0.9 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3ec9812c-7ec8-403c-acaa-83eaf61271b5%2F0c40acfa-28fb-4d44-8062-6b472e5ddd0f%2Fb9mccn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. For the beam loaded as shown,
(a) draw completely the shear and moment diagrams conventionally
(b) locate the point of maximum deflection and
(c) compute the deflection at 2.10 m from the extreme left.
The modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is
709 (106) mm¹.
73 KN/m
0.9 m
1.2 m
9 KN
30.02 KN m
1.8 m
9 KN
17.50 KN/m
1.2 m
7.3 KN/m
0.9 m
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