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2. The beam shown has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5 inch. Use E = 1.5 × 106 psi. P 2 ft R₂ 2000 lb/ft 10 ft R₂ P 2 ft Use DIM, MAM, SM, & CBM. Draw completely the Shear and Moment Diagrams

2. The beam shown has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5 inch. Use E = 1.5 × 106 psi. P 2 ft R₂ 2000 lb/ft 10 ft R₂ P 2 ft Use DIM, MAM, SM, & CBM. Draw completely the Shear and Moment Diagrams

Structural Analysis
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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2. The beam shown has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5 inch. Use E = 1.5 × 106 psi. P 2 ft R₂ 2000 lb/ft 10 ft R₂ P 2 ft Use DIM, MAM, SM, & CBM. Draw completely the Shear and Moment Diagrams
Transcribed Image Text:2. The beam shown has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5 inch. Use E = 1.5 × 106 psi. P 2 ft R₂ 2000 lb/ft 10 ft R₂ P 2 ft Use DIM, MAM, SM, & CBM. Draw completely the Shear and Moment Diagrams
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