Steel DesignI need a complete solution from A,B and C in Steel Design with complete answer thank you.. A simply supported beam having a simple span o 8 m must support a uniformly distributed service load of 10kN/m including its own weight. A36 steel is used.Properties of the steel beam:a.b.C.2A= 10452 mmd=598.68 mmb = 177.93 mmt= 12.33 mmt = 10.03 mmFy = 248 MPa1, 562 x 106 mmªly = 12 x 105 mm*Z, 2196 x 10³ mm³r₂ = 231.39 mmDetermine the allowable bending stress using elastic design (ASD).Determine the safe uniform live load it could support using ASD method due to its flexural strength.Determine the safe uniform live load it could support using plastic design method due to its flexuralstrength. U = 1.2 DL +1.6 LL4011D

Span (L)= 8 mDead load = 10 KN/m

A simply supported beam having a simple span o 8 m must support a uniformly distributed service load of 10 kN/m including its own weight. A36 steel is used. Properties of the steel beam: 2 A = 10452 mm d=598.68 mm b₁ = 177.93 mm t=12.33 mm a. b. C. t = 10.03 mm F, = 248 MPa 1,= 562 x 105 mm² ly = 12 x 105 mm² Z, 2196 x 10³ mm³ r₂ = 231.39 mm Determine the allowable bending stress using elastic design (ASD). Determine the safe uniform live load it could support using ASD method due to its flexural strength. Determine the safe uniform live load it could support using plastic design method due to its flexural sobrid strength. U = 1.2 DL +1.6 LL 3

A simply supported beam having a simple span o 8 m must support a uniformly distributed service load of 10 kN/m including its own weight. A36 steel is used. Properties of the steel beam: 2 A = 10452 mm d=598.68 mm b₁ = 177.93 mm t=12.33 mm a. b. C. t = 10.03 mm F, = 248 MPa 1,= 562 x 105 mm² ly = 12 x 105 mm² Z, 2196 x 10³ mm³ r₂ = 231.39 mm Determine the allowable bending stress using elastic design (ASD). Determine the safe uniform live load it could support using ASD method due to its flexural strength. Determine the safe uniform live load it could support using plastic design method due to its flexural sobrid strength. U = 1.2 DL +1.6 LL 3

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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