Design the beam wooden section of a simple span with 4.5 m in length. Use the given allowable stress below. The beam carries a uniform load of 25 KN/m and an axial tension of 250 KN.. Use b = 1/2 d. Bending and Tensile Stress Parallel to Grain = 20 MPa Modulus of Elasticity in Bending = 7500 MPa

Design the beam wooden section of a simple span with 4.5 m in length. Use the given allowable stress below. The beam carries a uniform load of 25 KN/m and an axial tension of 250 KN.. Use b = 1/2 d. Bending and Tensile Stress Parallel to Grain = 20 MPa Modulus of Elasticity in Bending = 7500 MPa

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.10.2P: An object of weight Wis dropped onto the midpoint of a simple beam AB from a height h (see figure)....

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Concept explainers

Combined Loading

Any functioning component, such as machine parts, structural members, pressure vessels, and so on, are all under the influence of more than one force. When anybody is under the influence of more than one force such as shear forces, bending moments, axial forces, torsion, and so on, then such body is said to be under combined loading. A very practical example of combined loading is the crankshaft of an internal combustion engine (IC engine). The crankshaft of the IC engine is under high rpm, which is caused due to the torsional forces. Due to the presence of piston, counterbalances, and internal imbalances, the crankshaft experiences lateral forces and due to the rise in temperature, the crankshaft undergoes thermal expansion, which pulls the crankshaft along the axial direction and lateral direction. The presence of unbalanced loads along the periphery of the crankshaft also induces a bending moment.

Question

Design the beam wooden section of a simple span with 4.5 m in length. Use the given allowable stress below. The beam carries a uniform load of 25 KN/m and an axial tension of 250 KN.. Use b = 1/2 d.

Bending and Tensile Stress Parallel to Grain = 20 MPa
Modulus of Elasticity in Bending = 7500 MPa

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