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Compute the immediate deflections due to dead load and live load on the beam of the figure for Problem 14.1. The span of the uniformly loaded, simply supported beam is 30 ft, and the maximum service load moments are 80 ft-kips for dead loal and 95 ft-kips for live load. Use f (Span 9.2 m; Mp 110 kN-m; M 130 kN-m; f 25 MPa; fy = 400 MPa.) 14.1 = 3500 psi (n = 8.5) and fy = 60,000 psi. %3D %3D %3D %3D %3D 300 mm 12"- d = 19.5"| 22" !! 3- # 10 3- # 35M Inch - Pound SI ww 009 ww LEG - p- %3D

Compute the immediate deflections due to dead load and live load on the beam of the figure for Problem 14.1. The span of the uniformly loaded, simply supported beam is 30 ft, and the maximum service load moments are 80 ft-kips for dead loal and 95 ft-kips for live load. Use f (Span 9.2 m; Mp 110 kN-m; M 130 kN-m; f 25 MPa; fy = 400 MPa.) 14.1 = 3500 psi (n = 8.5) and fy = 60,000 psi. %3D %3D %3D %3D %3D 300 mm 12"- d = 19.5"| 22" !! 3- # 10 3- # 35M Inch - Pound SI ww 009 ww LEG - p- %3D

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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Compute the immediate deflections due to dead load and live load on the beam of the figure for Problem 14.1. The span of the uniformly loaded, simply supported beam is 30 ft, and the maximum service load moments are 80 ft-kips for dead load and 95 ft-kips for live load. Use f 3500 psi (n 8.5) and fy = 60,000 psi. (Span = 9.2 m; Mp = 110 kN-m; ML = 130 kN-m; f 25 MPa; fy = 400 MPa.) 14.1 300 mm - 12" d= 19.5" 22" 3 - # 10 3- # 35M Inch - Pound units SI units d=531 mm- -ww 009
Transcribed Image Text:Compute the immediate deflections due to dead load and live load on the beam of the figure for Problem 14.1. The span of the uniformly loaded, simply supported beam is 30 ft, and the maximum service load moments are 80 ft-kips for dead load and 95 ft-kips for live load. Use f 3500 psi (n 8.5) and fy = 60,000 psi. (Span = 9.2 m; Mp = 110 kN-m; ML = 130 kN-m; f 25 MPa; fy = 400 MPa.) 14.1 300 mm - 12" d= 19.5" 22" 3 - # 10 3- # 35M Inch - Pound units SI units d=531 mm- -ww 009
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