QuestionChock the adequacy of Grade 250Steel beam shown toCarryForce. Note that I For Flange andweb are different.(No need to check clause 5.11.3, 1.eassume uniform Shess distribution inweb).Hints:you need to check capacity atboth (1) Support (Pure Shoar) and (it) underthe point load (Sheart bending)BOOKN400 ммK2m40 kN/mвт14mmGiven data:14mmd = 100mmby = 400 mmty=tw = 8mm14mm= 200mm4/7/₂2 = 14mm8MM700mm200mmYield Stress IFlang fyz = 250 mpaTeld Shess Fweb 7yw=280 мга

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Question Steel beam shown to Chock the adequacy of Grade 250 Carry Force. Note that fy For Flange and web are different. (No need to check clause 5.11.3, 1.e assume uniform Stess distribution in web). Hints:. you need to check capacity at both (1) Support (Pure Shear) and (ii) under the point load (Shear + bending) 300KN 400 mm A 2m 40 kN/m J 6m 14mm Given data: K d = 700mm by = 400 mm 47 = 14mm tw = 8mm 14mm = 200mm b1/₂= 7/7/2 = 14mm 8MM 200mm Yield Stress Flang 700mm £. = 250 MPa "'Y7" Teld Shess of шей Туго = 280 лва 9w=

Question Steel beam shown to Chock the adequacy of Grade 250 Carry Force. Note that fy For Flange and web are different. (No need to check clause 5.11.3, 1.e assume uniform Stess distribution in web). Hints:. you need to check capacity at both (1) Support (Pure Shear) and (ii) under the point load (Shear + bending) 300KN 400 mm A 2m 40 kN/m J 6m 14mm Given data: K d = 700mm by = 400 mm 47 = 14mm tw = 8mm 14mm = 200mm b1/₂= 7/7/2 = 14mm 8MM 200mm Yield Stress Flang 700mm £. = 250 MPa "'Y7" Teld Shess of шей Туго = 280 лва 9w=

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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