Consider the girder on the right side of the photo on the next page, located on the edge of the roof framing. The girder supports two beams and spans between two columns. Sketch a free-body diagram of the girder, indicating the applied external forces and the support reactions (again, indicate forces and moments, if any, as letters without values). Neglect the wall framing on top of the beam, and assume the girder supports only roof framing. If the beams supported by the girder span 30 feet and are eight feet on-center, determine the FACTORED load on the girder if the roof dead load is 20 PSF and the roof live load is 30 PSF. Use 1.2D +1.6L. If the girder spans 24 feet, what is the factored design moment Mu for the girder? Page 1 of 2 GIRDER TO CONSIDER

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consider the girder on the right side of the photo on the next page, located on the edge of the roof
framing. The girder supports two beams and spans between two columns. Sketch a free-body diagram
of the girder, indicating the applied external forces and the support reactions (again, indicate forces
and moments, if any, as letters without values). Neglect the wall framing on top of the beam, and
assume the girder supports only roof framing.
If the beams supported by the girder span 30 feet and are eight feet on-center, determine the
FACTORED load on the girder if the roof dead load is 20 PSF and the roof live load is 30 PSF. Use 1.2D
+1.6L. If the girder spans 24 feet, what is the factored design moment Mu for the girder?
Page 1 of 2
GIRDER TO CONSIDER
Transcribed Image Text:Consider the girder on the right side of the photo on the next page, located on the edge of the roof framing. The girder supports two beams and spans between two columns. Sketch a free-body diagram of the girder, indicating the applied external forces and the support reactions (again, indicate forces and moments, if any, as letters without values). Neglect the wall framing on top of the beam, and assume the girder supports only roof framing. If the beams supported by the girder span 30 feet and are eight feet on-center, determine the FACTORED load on the girder if the roof dead load is 20 PSF and the roof live load is 30 PSF. Use 1.2D +1.6L. If the girder spans 24 feet, what is the factored design moment Mu for the girder? Page 1 of 2 GIRDER TO CONSIDER
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