1.The end moments of the beam shown due to service loads are tabulated below. Determine the design end moment of the beam shown using LRDF| Use fi = 0.5 |M, Load M M, Dead Load D Live Load, L Earthquake Load, E 250 kn.m 125 kN m ±280 kN. m 125 kN.m 130 kN.m +210kN. m

1.The end moments of the beam shown due to service loads are tabulated below. Determine the design end moment of the beam shown using LRDF| Use fi = 0.5 |M, Load M M, Dead Load D Live Load, L Earthquake Load, E 250 kn.m 125 kN m ±280 kN. m 125 kN.m 130 kN.m +210kN. m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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