The framing plan for a small industrial building shows the arrangement of beams (W 18x60) andgirders (W 30x108) that are used to support a 6" reinforced concrete floor. The concrete floorsupports a live load of 80 psf and can be assumed to behave as a one-way slab with a unitweight of 150 Ib/ft³. Note that the floor and beams/girders continue on all sides.Determine the factored load transferred to a typical girder from a typical beam (i.e. beamsupport reaction). Use the load combination 1.2D + 1.6L.(Note: Report answer in kips)Note: Floor continueson all sidesColumnGirder38 ftBeams3 at 15 ft = 45 ft-%3D

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The framing plan for a small industrial building shows the arrangement of beams (W 18x60) and girders (W 30x108) that are used to support a 6" reinforced concrete floor. The concrete floor supports a live load of 80 psf and can be assumed to behave as a one-way slab with a unit weight of 150 lb/ft°. Note that the floor and beams/girders continue on all sides. Determine the factored load transferred to a typical girder from a typical beam (i.e. beam support reaction). Use the load combination 1.2D + 1.6L. (Note: Report answer in kips) Note: Floor continues on all sides Column Girder 38 ft Beams -3 at 15 ft = 45 ft-

The framing plan for a small industrial building shows the arrangement of beams (W 18x60) and girders (W 30x108) that are used to support a 6" reinforced concrete floor. The concrete floor supports a live load of 80 psf and can be assumed to behave as a one-way slab with a unit weight of 150 lb/ft°. Note that the floor and beams/girders continue on all sides. Determine the factored load transferred to a typical girder from a typical beam (i.e. beam support reaction). Use the load combination 1.2D + 1.6L. (Note: Report answer in kips) Note: Floor continues on all sides Column Girder 38 ft Beams -3 at 15 ft = 45 ft-

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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