AW section is having a span of 6 m. It carries a normal concentrated load of 110 kN atits midspan and a lateral concentrated load of 23 kN at its midspan which passesthrough the centroid of the section. Assume the beam to be fully laterally supportedfor the compression flange. Use A 36 steel F= 248 MPa. Which of the following Wsection is adequate to carry the loads. Neglect wt. of beams,Properties of W SectionsSectionDepthFlangeThicknessWeb Thickness(tw) mm SSection ModulusAreaWidthSy(m)1835.4 x 10 4343x10(mm)(mm)(h) mm(tp mm(mm)W14 x 7414064359.66255.8319.8911.432097.5 x 10 353.96 × 102081.2x 10 277.76 x 102474.4 x 10 865.2 x 10W 16 x 781483414.53218.0822.2313.44W 21 x 62W 14 x 9511806533.15209.3015.6210.1618000358.65369.4419.0011.81Use ASD

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AW section is having a span of 6 m. It carries a normal concentrated load of 110 kN at its midspan and a lateral concentrated load of 23 kN at its midspan which passes through the centroid of the section. Assume the beam to be fully laterally supported for the compression flange. Use A 36 steel E. = 248 MPa. Which of the following W section is adequate to carry the loads. Neglect wt. of beams, %3D

AW section is having a span of 6 m. It carries a normal concentrated load of 110 kN at its midspan and a lateral concentrated load of 23 kN at its midspan which passes through the centroid of the section. Assume the beam to be fully laterally supported for the compression flange. Use A 36 steel E. = 248 MPa. Which of the following W section is adequate to carry the loads. Neglect wt. of beams, %3D

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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