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A 12-m fully laterally supported simple beam carries a load of 10 KN/m (excluding the weight of the beam) and two equal loads of 150 kN position at third points of beam. If A50 steel is used, check the adequacy of the steel section. Fy=345 MPa W30 x 90; W = 1.32 kN/m 150 kN 150KN d = 750.00 mm tw = 11.94 mm bf = 264.16 mm 10 kN/ tf = 15.49 mm Sx = 4015 x 10°mm³ 4.0m 4.0m 4.0m

A 12-m fully laterally supported simple beam carries a load of 10 KN/m (excluding the weight of the beam) and two equal loads of 150 kN position at third points of beam. If A50 steel is used, check the adequacy of the steel section. Fy=345 MPa W30 x 90; W = 1.32 kN/m 150 kN 150KN d = 750.00 mm tw = 11.94 mm bf = 264.16 mm 10 kN/ tf = 15.49 mm Sx = 4015 x 10°mm³ 4.0m 4.0m 4.0m

Structural Analysis
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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A 12-m fully laterally supported simple beam carries a load of 10 KN/m (excluding the weight of the beam) and two equal loads of 150 kN position at third points of beam. If A50 steel is used, check the adequacy of the steel section. Fy=345 MPa W30 x 90; W = 1.32 kN/m 150 kN 150KN d = 750.00 mm tw = 11.94 mm bf = 264.16 mm 10 kN/ tf = 15.49 mm Sx = 4015 x 10°mm³ 4.0m 4.0m 4.0m
Transcribed Image Text:A 12-m fully laterally supported simple beam carries a load of 10 KN/m (excluding the weight of the beam) and two equal loads of 150 kN position at third points of beam. If A50 steel is used, check the adequacy of the steel section. Fy=345 MPa W30 x 90; W = 1.32 kN/m 150 kN 150KN d = 750.00 mm tw = 11.94 mm bf = 264.16 mm 10 kN/ tf = 15.49 mm Sx = 4015 x 10°mm³ 4.0m 4.0m 4.0m
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