W24x62 is used for the shown beam and loads, with a concrete slab above the upper flange (full lateral support). The beam is loaded with a concentrated live load at mid-span (PL) and a distributed dead load (wp) in addition to beam weight. Check if this section sufficiently strong to support the given loads. Check the beam using LRFD for F, = 50 ksi. Hint: Do not add concentrated loads to distributed loads. P=40 kip Wa=2 kip/ft 15 f 15 ft 30 ft

W24x62 is used for the shown beam and loads, with a concrete slab above the upper flange (full lateral support). The beam is loaded with a concentrated live load at mid-span (PL) and a distributed dead load (wp) in addition to beam weight. Check if this section sufficiently strong to support the given loads. Check the beam using LRFD for F, = 50 ksi. Hint: Do not add concentrated loads to distributed loads. P=40 kip Wa=2 kip/ft 15 f 15 ft 30 ft

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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