For the floor plan shown below draw the load diagrams for beam B1 and girder G1 that will be used for designing for moment. Also draw load diagrams for B1 and G1 that will be used for designing for deflection. Neglect self weight for B1 and G1. Note that L/240 deflection limit for total service loads appy.  D = 100 psf L = 120 psf

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the floor plan shown below draw the load diagrams for beam B1 and girder G1 that will be used for designing for moment. Also draw load diagrams for B1 and G1 that will be used for designing for deflection. Neglect self weight for B1 and G1. Note that L/240 deflection limit for total service loads appy. 

D = 100 psf

L = 120 psf

B1
B1
B1
B1
B1
B1
B1
B1
31" -0
31' - 0
.0*.01
0.01
19
19
19
Transcribed Image Text:B1 B1 B1 B1 B1 B1 B1 B1 31" -0 31' - 0 .0*.01 0.01 19 19 19
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