EQ-2: A) Use LRFD method and design the sag rods AB or CD shown for the service live load of 30kips and for the weight of beam (section W14 x 68).Use A992 steel B) If the load P-30Kips is moving load from A to D, what is the section required for the sag rods? 464 12: *R=30* +84

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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EQ-2:
A) Use LRFD method and design the sag
rods AB or CD shown for the service live
load of 30kips and for the weight of
beam (section W14 x 68).Use A992 steel
B) If the load P-30Kips is moving load from
A to D, what is the section required for
the sag rods?
164 12²
*R=30*
terl
Transcribed Image Text:EQ-2: A) Use LRFD method and design the sag rods AB or CD shown for the service live load of 30kips and for the weight of beam (section W14 x 68).Use A992 steel B) If the load P-30Kips is moving load from A to D, what is the section required for the sag rods? 164 12² *R=30* terl
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