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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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