Compute the immediate deflections due to dead load and live load on the beam of the figure for Problem 14.2. The uniformly loaded, simply supported beam on a span of 29 ft must resist maximum service load moments of 300 ft-kips dead load and 500 ft-kips live load. Use f = 4000 psi (n = 8) and fy = 40,000 psi. (Span = 680 kN-m; f = 30 MPa; f = 300 MPa.) 8.9 m; Mp = 407 kN-m; ML 407 kN-m; ML

Compute the immediate deflections due to dead load and live load on the beam of the figure for Problem 14.2. The uniformly loaded, simply supported beam on a span of 29 ft must resist maximum service load moments of 300 ft-kips dead load and 500 ft-kips live load. Use f = 4000 psi (n = 8) and fy = 40,000 psi. (Span = 680 kN-m; f = 30 MPa; f = 300 MPa.) 8.9 m; Mp = 407 kN-m; ML 407 kN-m; ML

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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