SOLVE please Determine the design bending strength of ISLB 350 @ 486 N/m, considering the beam to be laterally supported. Assume factored design shear force will not exceed 0.6 times the design shear strength of the cross-section. If it is used as simply support beam of unsupported length 5 m then determine the factored distributed load the beam can carry. Use Fe410 grade steel For ISLB 350 @ 486 N/m, section properties are as follows: h = 350 mm; b= 165 mm; t = 11.4 mm; t = 7.4 mm; R₁ = 16 mm; w Izz = 13158.3 × 10¹ mm¹; Iyy = 631.9 × 10 mm¹; Zpz = 851.11 × 10³ mm³; Zez= = 751.9 × 103 mm³

SOLVE please Determine the design bending strength of ISLB 350 @ 486 N/m, considering the beam to be laterally supported. Assume factored design shear force will not exceed 0.6 times the design shear strength of the cross-section. If it is used as simply support beam of unsupported length 5 m then determine the factored distributed load the beam can carry. Use Fe410 grade steel For ISLB 350 @ 486 N/m, section properties are as follows: h = 350 mm; b= 165 mm; t = 11.4 mm; t = 7.4 mm; R₁ = 16 mm; w Izz = 13158.3 × 10¹ mm¹; Iyy = 631.9 × 10 mm¹; Zpz = 851.11 × 10³ mm³; Zez= = 751.9 × 103 mm³

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.2P

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