Urgent, need correct answer with complete solution. Box final answer in 4 decimal place. Thank you Situation 2. Properties of simply supported beam:W 21 x 62 steel , span = 6 meters, laterally unsupported over the entire spanYield strength is 248 MPaProperties of the section:Depth = 533 mmFlange width = 210 mmFlange thickness = 15.6 mmWeb thickness = 10.2 mmRadius of gyration = 53.34 mmSection Modulus = 2,077 x 10 mm4. Determine the value of the ratio L/rt.5. Determine the allowable bending stress in MPa in accordance with the provisions of theNational Structural Code of the Philippines.6. Determine the safe uniformly distributed load that the beam can carry in kilonewton per meter.||

The values given in the question are as follows Span(L)=6 m or 6000 mm Yield strength(fy)=248 MPa…

Determine the value of the ratio L/rt. Determine the allowable bending stress in MPa in accordance with the provisions of the National Structural Code of the Philippines. Determine the safe uniformly distributed load that the beam can carry in kilonewton per meter.

Determine the value of the ratio L/rt. Determine the allowable bending stress in MPa in accordance with the provisions of the National Structural Code of the Philippines. Determine the safe uniformly distributed load that the beam can carry in kilonewton per meter.

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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