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

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

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

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

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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