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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
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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Question Chock the adequacy of Grade 250 Steel beam shown to Carry Force. Note that I For Flange and web are different. (No need to check clause 5.11.3, 1.e assume uniform Shess distribution in web). Hints: you need to check capacity at both (1) Support (Pure Shoar) and (it) under the point load (Sheart bending) BOOKN 400 мм K 2m 40 kN/m вт 14mm Given data: 14mm d = 100mm by = 400 mm ty= tw = 8mm 14mm = 200mm 4/7/₂2 = 14mm 8MM 700mm 200mm Yield Stress I Flang fyz = 250 mpa Teld Shess F web 7yw= 280 мга
Transcribed Image Text:Question Chock the adequacy of Grade 250 Steel beam shown to Carry Force. Note that I For Flange and web are different. (No need to check clause 5.11.3, 1.e assume uniform Shess distribution in web). Hints: you need to check capacity at both (1) Support (Pure Shoar) and (it) under the point load (Sheart bending) BOOKN 400 мм K 2m 40 kN/m вт 14mm Given data: 14mm d = 100mm by = 400 mm ty= tw = 8mm 14mm = 200mm 4/7/₂2 = 14mm 8MM 700mm 200mm Yield Stress I Flang fyz = 250 mpa Teld Shess F web 7yw= 280 мга
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