Мо В C A LAB LBC
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A W460×60 steel beam is loaded as shown. Assume w = 40 kN/m, M0 = 60 kN·m, LAB = 3.9 m, LBC = 1.6 m, E = 200 GPa, and I = 255 x 106 mm4.
(a) Determine the reaction force at roller B.
(b) Determine the maximum positive bending moment in the span.
(c) If the allowable bending stress is 210 MPa, determine the minimum acceptable section modulus for the steel beam.
Remove roller B. Determine the deflection at point B caused by the distributed load vw and by the moment vMo. Upward deflection is positive.
Answer:
vw = mm
vMo = mm
Transcribed Image Text:Mo
В
A
LAB
LBC
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