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= 8.9 m; Mp = 407 kN-m; M₁ = 680 kN-m; f = 30 MPa; f = 300 MPa.) 18"- 460 mm 40" d = 901 mm 2- #9 8- #11 d = 36.25" Inch Pound units 12- # 35M SI units 1000 mm

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= 8.9 m; Mp = 407 kN-m; M₁ = 680 kN-m; f = 30 MPa; f = 300 MPa.) 18"- 460 mm 40" d = 901 mm 2- #9 8- #11 d = 36.25" Inch Pound units 12- # 35M SI units 1000 mm

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

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 =
8.9 m; Mp 407 kN-m; ML = 680 kN-m; f = 30 MPa; fy = 300 MPa.)
-18"
-460 mm -
40"
d = 901 mm
2 #9
8 #11
d=36.25"
Inch Pound units
12 - # 35M
..
SI units
1000 mm

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