17.3. A transfer girder has an overall depth of 11 ft and spans 22 ft between column supports. In addition to its own weight, it will pick up a uniformly distributed factored load of 4.0 kips/ft from the floor above and will carry a 14 x 14 in. column delivering a concentrated factored load of 270 kips from floors above at midspan. The girder width must be equal to or less than 16 in. Design the beam for the given loads. Find the girder width and the area and geometry of tie steel, and specify the placement details. Material strengths are f = 5000 psi and fy 60,000 psi. =

17.3. A transfer girder has an overall depth of 11 ft and spans 22 ft between column supports. In addition to its own weight, it will pick up a uniformly distributed factored load of 4.0 kips/ft from the floor above and will carry a 14 x 14 in. column delivering a concentrated factored load of 270 kips from floors above at midspan. The girder width must be equal to or less than 16 in. Design the beam for the given loads. Find the girder width and the area and geometry of tie steel, and specify the placement details. Material strengths are f = 5000 psi and fy 60,000 psi. =

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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