Compute the immediate deflections due to dead load and live load on the beam of the figure for Problem 14.3. The uniformly loaded, simply supported beam on a span of 30 ft must resist maximum service load moments of 20 ft-kips dead load and 14 ft-kips live load. Use f 3000 psi (n 9) and fy 40,000 psi. (Span= 9.1 m; Mp 27 kN-m; ML 19 kN-m; f 20 MPa; fy 300 MPa.) 14.3 %3D %3D %3D %3D 10" 250 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problems 557
Compute the immediate deflections due to dead load and live load on the beam
of the figure for Problem 14.3. The uniformly loaded, simply supported beam on
a span of 30 ft must resist maximum service load moments of 20 ft-kips dead load
and 14 ft-kips live load. Use f
9.1 m; Mp = 27 kN-m; ML 19 kN-m; f 20 MPa; fy 300 MPa.)
14.3
= 3000 psi (n 9) and fy 40,000 psi. (Span=
%3D
%3D
10"
250 mm-
13"
319 mm
15"
380 mm
2 #8
2- # 25M
Inch Pound units
Sl units
Problems 14.3, 14.4, 14.17, and 14.18
Transcribed Image Text:Problems 557 Compute the immediate deflections due to dead load and live load on the beam of the figure for Problem 14.3. The uniformly loaded, simply supported beam on a span of 30 ft must resist maximum service load moments of 20 ft-kips dead load and 14 ft-kips live load. Use f 9.1 m; Mp = 27 kN-m; ML 19 kN-m; f 20 MPa; fy 300 MPa.) 14.3 = 3000 psi (n 9) and fy 40,000 psi. (Span= %3D %3D 10" 250 mm- 13" 319 mm 15" 380 mm 2 #8 2- # 25M Inch Pound units Sl units Problems 14.3, 14.4, 14.17, and 14.18
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