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    Strayer,Phoniex,
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    Strayer,Phoniex,University of California
    Feb-1999 - Mar-2006

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Category > Engineering Posted 02 Oct 2017 My Price 10.00

dead load

PROBLEM 3

 

Problem 3:

A two-span beam has a large live load (PL = 100 kips, unfactored) that can be placed anywhere

between A and D. Since the dead load (beam self-weight) is small compared to the live load, it will

be neglected in this problem. The beam has a hinge at C, is oriented for strong-axis bending and

has both flanges laterally braced at A, B, C and D.

a) Identify two locations where PL should be placed to maximize moment demand. For each load

location, determine the (Mmax, Lb, cb) combination that will be used for design.

b) Choose the lightest W section (A992), Fy = 50 ksi) for the flexural demands from a). Check for

shear.

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AccountingQueen
(3)
Status NEW Posted 02 Oct 2017 02:10 PM My Price 10.00

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