The end moments of the beam shown due to service loads are tabulated below. Determine the design moments of the beam using LRFD and ASD load combination using NSCP 2015.Use fi= 0.5. W ML MR Load Dead Load MI 270KN-m MR 240KN-m Live Load 140kN-m 130kN-m Earthquake +210KN-m +210KN-m
The end moments of the beam shown due to service loads are tabulated below. Determine the design moments of the beam using LRFD and ASD load combination using NSCP 2015.Use fi= 0.5. W ML MR Load Dead Load MI 270KN-m MR 240KN-m Live Load 140kN-m 130kN-m Earthquake +210KN-m +210KN-m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Problem:
The end moments of the beam shown due to service
loads are tabulated below. Determine the design moments of the
beam using LRFD and ASD load combination using NSCP
2015.Use fı= 0.5.
ML
MR
Load
М
Dead Load
MR
240KN-m
270kN-m
Live Load
140KN-m
130kN-m
Earthquake
+210kN-m
+210KN-m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F26f7b5fe-addf-4d69-a70d-400bdf972c98%2Fae20c5ff-efb3-416c-bb43-4d6ec56f4ff1%2Fysm5sb_processed.png&w=3840&q=75)
Transcribed Image Text:Problem:
The end moments of the beam shown due to service
loads are tabulated below. Determine the design moments of the
beam using LRFD and ASD load combination using NSCP
2015.Use fı= 0.5.
ML
MR
Load
М
Dead Load
MR
240KN-m
270kN-m
Live Load
140KN-m
130kN-m
Earthquake
+210kN-m
+210KN-m
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