A 12 x 65 section (Fy = 345 MPa, E =200000MPa) is used as a beam which has full lateral bracings. a) What is the LRFD flexural design strength ØMn of the beam in kN.m? b) What safe live load w (N/m) can be applied on the beam loaded as shown in Figure 3? Beam weight is neglected.

A 12 x 65 section (Fy = 345 MPa, E =200000MPa) is used as a beam which has full lateral bracings. a) What is the LRFD flexural design strength ØMn of the beam in kN.m? b) What safe live load w (N/m) can be applied on the beam loaded as shown in Figure 3? Beam weight is neglected.

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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