A reinforced concrete girder having a simple span of 11.18 m carries a superimposed dead load of 56.79 kN/m and a uniform service live load of 54.84 kN/m. The beam also carries a service concentrated %3D load of dead load (PDL = 31.31 kN) and live load (PLL = 32.73 kN) at %3D quarter points (see figure below). The beam has a width of 490 mm and a depth of 798 mm. Use unit weight of concrete = 23.6 kN/m³ %3D PDL POL PDL PLL PL PL L/4 L/4/ 71 L/4 L. Calculate for the maximum factored moment of the beam in kN-m. USE 2015 NSCP.

A reinforced concrete girder having a simple span of 11.18 m carries a superimposed dead load of 56.79 kN/m and a uniform service live load of 54.84 kN/m. The beam also carries a service concentrated %3D load of dead load (PDL = 31.31 kN) and live load (PLL = 32.73 kN) at %3D quarter points (see figure below). The beam has a width of 490 mm and a depth of 798 mm. Use unit weight of concrete = 23.6 kN/m³ %3D PDL POL PDL PLL PL PL L/4 L/4/ 71 L/4 L. Calculate for the maximum factored moment of the beam in kN-m. USE 2015 NSCP.

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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Welded plate girder.
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