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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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