Problems55714.3 Compute the immediate deflections due to dead load and live load on the beamof the figure for Problem 14.3. The uniformly loaded, simply supported beam ona span of 30 ft must resist maximum service load moments of 20 ft-kips dead loadand 14 ft-kips live load. Use f = 3000 psi (n 9) andfy 40,000 psi. (Span=9.1 m; Mp = 27 kN-m; ML = 19 kN-m; f = 20 MPa; fy = 300 MPa.)10"250 mm13"319 mm15"380 mm2 - # 82 - # 25MInch - Pound unitsSl unitsProblems 14.3, 14.4, 14.17, and 14.18

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Answered: Compute the immediate deflection of the…

Compute the immediate deflection of the figure for Problem 14.3. The a span of 30 ft must resist maximun and 14 ft-kips live load. Use f = 3 9.1 m; Mp = 27 kN-m; ML = 19 k

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Problems
557
14.3 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) andfy 40,000 psi. (Span=
9.1 m; Mp = 27 kN-m; ML = 19 kN-m; f = 20 MPa; fy = 300 MPa.)
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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