The beam shown in the figure below is typical for a floor system in an existing building.It needs to carry a uniform live load of 260 lb/ft and a uniform dead weight of 400 lb/ft,including its own weight. The owner wants to add a partition weighing 7 kip (live load) asshown. Assuming the added partition as live load, is the beam section adequate to safelycarry the extra live load?PartitionStirrups15 ft 3 in.14 in.a. Determine the d e s i g n m o m e n t c a p a c i t y .b. D e t e r m i n e t h e f a c t o r e d a p p l i e d b e n d i n g m o m e n t .c. Is the beam safe and adequate for bending? Please explain your response.

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The beam shown in the figure below is typical for a floor system in an existing building.
It needs to carry a uniform live load of 260 lb/ft and a uniform dead weight of 400 lb/ft,
including its own weight. The owner wants to add a partition weighing 7 kip (live load) as
shown. Assuming the added partition as live load, is the beam section adequate to safely
carry the extra live load?
Partition
Stirrups
15 ft 3 in.
14 in.
a. Determine the d e s i g n m o m e n t c a p a c i t y .
b. D e t e r m i n e t h e f a c t o r e d a p p l i e d b e n d i n g m o m e n t .
c. Is the beam safe and adequate for bending? Please explain your response.

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